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BEGINNING
OF FILE
FILE TITLE Pro �t -
LSO 314
E. Ugleq HwYe
OF RF
z PUBLIC WORKS DEPARTMENT
_ RICHARD C HOUGH70N 0 DIRECTOR
F MUNICIPAL BUILDING 2D0 MILL AVE SO, RENTON,WASH.980S5
0 !OR 1 Pm_ 206 235.2569
�1E0 SEPIt
BARBARA Y. SHINPOCH
MAYOR
June 9, 1983
Mr. Don Wick.trom
Public Works Director
City of Kent
220 South 4th Street
Kent, WA 98031
Subject: SW 43rd IS 180th) Construction Payment CAG #053-81
Progress Estimate No. 13 -- Tri-State Construction, Inc.
Dear Don:
Attached Is a copy of Progress Estimate No. 13•
Kent's check amounts for Progress Estimate No. 13 are+
Payment to Tri-State Construction, Inc. $29,881 .55 (UAB)
Payment to Retainage Escrow Account $ 1,572.71
Please retain your checks for contractor pick-up.
(Renton's warrants will be available on Tuesday, June 14. 1983.)
VVee('rr�y truly yours,
Riche X ghton
Public Works Director
VL:ad
Attachments
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EXHIBIT A
REFERENCE: W w
RECORD of SURVEY
2 RBCORDINO NO. + Q
Q=88.27'48"
R= 5500
L. =8492"
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CORNS i S LINE of N E 4 NW 4 ,r
S 27 774 W. STREET
40 i QD R= 55.00'
I
REN_ TON _
••o"".eco...o Cl1ENT CITY of
OWNBOUN.h' APVAKR= gCALEf„IOJ DAT✓ULY 81 SEC j/)TZ3,V SE FILE NO 79 fS4 —�
79154
July 29, 1981
LEGAL DESCRIPTION
For Right-of-Way Acquisition
of John Weber, Ronald Allison,
Richard Diver, and Richard Iversen Property
A parcel of land being a portion of the South on rundrea two (102) feet of
the Northeast quarter (NE 1/4) of the Northwest quarter (NW 1/4) of Section
30, Township 23 North, Range 5 East, W.M., County of King, State of
Washington, more particularly described as follows:
Commencing at the Northeast corner of said Northwest quarter (NW 1/4);
THENCE South one degree fifty minutes fifteen seconds West (S 01°50'15" W)
along the east line of said Northwest quarter (NW 1/4) a distance of one
thousand three hundred sixteen and ninety-six one-hundredths (1,316.96)
feet to the Southeast corner of said Northeast quarter (NE 1/4), of the
Northwest quarter (NW 1/4); THENCE North eighty-nine degrees forty-two
minutes sixteen seconds West (N 89042'16" W) along the south line of said
Northeast quarter (NE 1/4) a distance of five and eighty-eight
one-hundredths (5.88) feet to the centerline of East Valley Road; THENCE
continuing North eighty-nine degrees forty-two minutes sixteen seconds West
(N 89'42'16" W) along9 said south line a distance of thirty-five and one
one-hundredth (35.G1) feet to a line parallel with and thirty-five (35)
feet westerly of said centerline of East Valley Road, being the TRUE POINT
OF BEGINNING; THENCE continuing North eight v-nine degrees forty-two minutes
sixteen seconds west (N 89'42'16" W) a distance of one thousand two huldred
forty-two and for',-tix une-hundredths (1,242.4o) feet to a line parlllel
with and forty (40) -ct easterly of the west line of said Northeast quar-
ter (NE 1/4); TPENCE North one degree thirty-five minutes twenty-eight
seconds East (N 01e35'2E" E) along saia parallel line a distdnce a one
hundred one and twenty-seven one-hundredths (101.27) feet to a point on a
curve from which the center bears South eighty-eight degrees twenty-four
minutes thirty-two seconds East (S 88924,32" E), said curve having a radius
of fifty-five and zero one-hundredths (55.00) feet; THENCE southeasterly
ilong the arc of said curve (through a central angle of ninety-one degrees
seventeen minutes forty-five seconds (91017'45")), an arc distance of
eighty-seven and sixty-four one-hundredths (87.64) feet to a line that is
parallel with and forty-five (45) feet northerly of said south line; THENCE
South eighty-nine degrees forty-two minutes sixteen. seconds East
(S 89042'16" E) along said parallel line a distance of one thousand one
hundred thirty-two and eighty-five one-hundredths (1,132.0') feet to a
point on a curve from which the center bears North zero degrees seventeen
minutes forty-four seconds East (N 00017144" E), said curve having a radio;
of fifty-five and zero one-hundredths (55.00) feet; THENCE northeasterly
along the arc of said curve (through a central angle of eighty-eight
degrees twenty-seven minutes forty-eight seconds (88e27'48")), an arc dis-
tance of eighty-four and ninety-two one-hundredths (84.92) feet to a line
parallel with and thirty-five (35) feet westerly of said centerline of East
Palley Road; THENCE South one degree forty-nine miu,.tes fifty-six seconds
West (S 01'49'56" W) along sal, parallel line a distance of ninety-eight
and fifty-six ine-hundredths (98.56) feet to the TRUE POINT OF BEGINNING.
Subject to Easements of Record.
Contalninq an area of fifty-seven thousand two hundred nine (57,209) square
feet.
See Exhibit "A" for map locating parcel.
R.6Af.Co
Sry�g
�l.A ..J'• 411 � �
S
S R,
�; S 0171t81 xu
�'V4;. LAt1J '
79154
July 29, 1981
LEGAL DESCRIPTION
For Right-of-way Acquisition
of John Weber, Ronald Allison,
Richard Diven, and Richard Iversen Property
A parcel of land being a portion of the South one hundred two (102) feet of
the Northeast quarter (NE 1/4) of the Northwest quarter (NW 1/4) of Section
30, Township 23 North, Range 5 East, W.M., County of King, State of
Washington, more particularly described as follows:
Commencing at the Northeast corner of said Northwest quarter (NW 1/4);
THENCE South one degree fifty minutes fifteen seconds West (S 01°50'15" W)
along the east line of said Northwest quarter (NW 1/4) a distance of one
thousand three hundred sixteen and ninety-six one-hundredths (1,316.96)
feet to the Southeast corner of said Northeast quarter (NE 1/4), of the
Northwest quarter (NW 1/4); THENCE North eighty-nine degrees forty-two
minutes sixteen seconds West (N 89"42'16" W) along the south line of said
Northeast quarter (NE 1/4) a distance of five and eighty-eight
one-hundredths (5.88) feet to the centerline of East Valley Road; THENCE
continuing North eighty-nine degrees forty-two minutes sixteen seconds West
(N 89*42,16" W) along said south line a distance of thirty-five and one
one-hundredth (35.01) feet to a line parallel with and thirty-five (35)
feet westerly of said centerline of East Valley Road, being the TRUE POINT
OF BEGINNING; THENCE continuing North eighty-nine degrees forty-two minutes
sixteen seconds West (N 89°42'16" W) a distance of one thousand two hundree
forty-two and forty-six one-hundredths (1,242.46) feet to a line parallel
with and forty (40) feet easterly of the west line of said Northeast quar-
Ltr ;Ni 1/4); THENCE North one degree thirty-five minutes twenty-eight
seconds East (N 0103r'28" E) along said parallel line a distance of one
hundred one and twenty-seven one-hundredths (101.27) feet to a point on a
curve from which the center bears South eighty-eight degrees twenty-four
minutes thirty-two seconds East (S 88°24'32" E), said curve having a radius
of fifty-five and zero one-hundredths (55.00) feet; THENCE southeasterly
diOnn the arc of said curve (through a central angle of ninety-one degrees
seventeen minutes forty-five seconds (91°17'45")), an arc distance of
eighty-seven and sixty-four one-hundredths (87.64) feet to a line that is
parallel with and forty-five (45) feet northerly of said south line; THENCE
South eighty-nine degrees forty-two minutes sixteen seconds East
(S 89°42'16" E) along said parallel line a distance of one thousand one
hundred thirty-two and eighty-five one-hundredths (1,132.85) feet to a
point on a curve from which the center bears North zero degrees seventeen
minutes forty-four seconds East (N 00017'44" E), said curve having a radius
of fifty-five and zero one-hundredths (5c 3) feet; THENCE northeasterly
along the arc of sail curve (through a .entral angle of eighty-eiqht
degrees twenty-seven minutes forty-eight seconds (88°27'48")), an arc dis-
tance of eighty-four and ninety-two one-hundredths (84.92) feet to a line
parallel with and thirty-five (35) feet westerly c said centerline of East
Valley Road; THENCE South one degree forty-nine minutes fifty-six secords
West (S 01*49156" W) along said parallel line a distance of ninety-eight
and `ifty-six one-hundredths (98.56) feet to the TRUE POINT OF BEGINNING.
Subject to Easements of Record.
Containing arr area of fifty-seven thousand two hundred nine (57,209) square
feet.
See Exhibit "-" for map locating parcel.
79154
July 29, 1981
LEGAL DESCRIPTION
For Right-of-Way Acquisition
of John w.ber, Ronald Allison,
Richard Diven, and Richard Iversen Property
A parcel of land being a portion of the South one hundred two (102) feet of
the Northeast quarter (NE 1/4) of the Northwest quarter (NW 1/4) of Section
30, Township 23 North, Range 5 East, W.M.. County of King, State of
Washington, more particularly described as follows:
Commencing at the Northeast corner of said Northwest quarter (NW 1/4)�
THENCE South one degree fifty minutes fifteen seconds West IS 01'50115" W)
along the east line of said Northwest quarter (NW 1/4) a distance of one
thousand three hundred sixteen and ninety-six one-hundredths (1,316.96)
feet to the Southeast corner of said Northeast quarter (NE 1/4), of the
Northwest quarter (NW 1/4); THENCE North eighty-nine degrees forty-two
minutes sixteen seconds west (N 89'42'16" W) along the south line of said
Northeast quarter (NE 1/4) a distance of five and eighty-eight
one-hundredths (5.88) feet to the centerline of East Valley Road; THENCE
continuing North eighty-nine degrees forty-two minutes sixteen seconds West
(N 89"42'16" W) along said south line a distance of thirty-five and one
one-hundredth (35.01) feet to a line parallel with and thirty-five (35)
feet westerly of said centerline of East Valley Road, being the TRUE POINT
OF BEGINNING; THENCE continuing North eighty-nine degrees forty-two minutes
sixteen seconds West (N 89942'16" W) a distance of one thousand two hundred
forty-two and forty-six one-hundredths (1,242.46) feet to a line parallel
:.ith and forty (40) feet easterly of the west line of said Northeast quar-
ter (NE 1/4); THENCE North one degree thirty-five minutes twenty-eight
seconds East (N Ol'35'28" E) along said parallel line a distance of one
hundred one and twenty-seven one-hundredths (101.27) feet to a point on a
curve from which the center bears South eighty-eight degrees twenty-four
minutes thirty-two seconds East (S 88020'32" E), said curve having a radius
Of fifty-five and zero one-hundredths (55.00) feet; THENCE southeasterly
along the arc of said curve (through a central angle of ninety-one degrees
seventeen minutes forty-five seconds (91°17'45")), an arc distance of
eighty-seven and sixty-four one-hundredths (87.64) feet to a line that is
parallel with and forty-five (45) feet northerly of said south line; THENCE
South eighty-nine degrees forty-two minutes sixteen seconds East
(S 89642'16" E) along said parallel line a distance of one thousand one
hundred thirty-two and eighty-five one-hundredths (1,132.86) feet to a
point on a curve fl, v which the center bears North zero degrees seventeen
minutes forty-four seconds East (N 00017'44" E), said curve having a radius
Of fifty-five and zero one-hundredths (55.00) feet; THENCE northeasterly
along the arc of said curve (through a Central angle of eighty-eight
degrees twenty-seven minutes forty-eight seconds (88°27'46")), an arc dis-
tance of eighty-four and ninety-two one-hundredths (84.92) feet to a line
parallel with and thirty-five (35) feet westerly of said centerline of East
Valley Road; THENCE South one degree forty-nine minutes fifty-six seconds
West (S 010491S6" W) along Said Pa,ailel tine a distance of ninety-eight.
and fifty-six one-hundredths (98.56) feet to the TRUE POINT OF BEGINNING.
Subject to Easements of Record.
Containing an area Of fifty-seven thousand two hundred nine (57.209) souare
feet.
See Exhibit "A" for man locating parcel.
{
EXHIBIT A
FOR , 3HT of WqY ACQU/S1T7 N I I
OF SHADED PORTION
OF PROPERTY`
h SCALEI' WOO'
YjV �
�tI IN 2 C D H/LLMANS "EA I L/NaTON W
q a GARDENS ADON. - DIV Nam- 1' 4'
O
h VOL. 17 Of PLATS, PG 74 T J 0 1
Z '^ 1PECOKDs Of KING COUNTY V Q tit
Q i 0 ' ''� L 0TS 30 E 31
iZ 3 e� ALOCK Z3 p �., 2
W
yy_ R= 5500 ,P-55.07'
L =87 50' L=86.97'
S.LINE off i„ w
NE4 of SW 4^
1 ',* 6.!2. -----,1--- 0 55.Se;
~T O e' A N B9'48__4r"lN 1190. — A l00 28
i - — 1200.08' 4 --��
54. 3.
_
!
�G i �jl d --B8°50'48"Z55 0 -09'"/ `\i,4R-55.00 R-55. 0 �V) V
L =85 29 L-b5 82 o.Q1
c ;
�W JO o
i SEC770N LINC
24 19
N. 89° 52'OO'W� 233269'
25 30
1 �
REFERENCE: RECORD of SUave Y- RECOR011V6 No.
CLIENT
CAIE . �OATE, SEC I9 T 23N A TFILE NO 79J5Q
Ou�'B.DUNN
t
.ADiR TK�'.y J /00' 1/LYBI §EI -.__�
79154
July 29, 1981
JGAL DESCRIPTION
For Right-Of-Way Acquisition
of Metro Industrial "District, Inc. Property
Parcel B-1
Parcel of land being a portion f Lots 30 and o
October16, 1939). C. D- Hillman's "EARLINGTON GARDENS ACCINckDIVISIONdted No.
1", Volume 17 of plats, page 74, rerords of King County, teing a portion of
the Northeast quarter (NE 1/4), of the Southwest quarter (SW 114) of Sec-
tion 19, Township 23 North, Range 5 East, W.M., County of KinO, State of
Washington, more particularly described as follows:
Cemmencin9 at the Southeast corner of said Southwest quarter (SW 1/4);
THENCE North cee degree twenty-three minutes forty-three seconds East
(N 01°23'43" E) along the east line of said Southwest quarter (SW 1/4) a
distance Of one thousand three hundred twenty-eight and nine one-hundredths
(1,328.09) feet to the Southeast corner of the Northeast quarter (NE 114)
Of the Southwest quarter (SW 114); THENCE North eighty-nine degrees
forty-eight minutes forty-seven seconds West (N 89-48-471 W) along the
south line of said Northeast quarter (NE 1/4) a distance of one hundred and
twenty-eight one-hundredths (100.28) feet to the centerline of East Valley
Road; THENCE continuing North eighty-nine degrees forty-eight minutes
rorty-seven seconds west (N 89°48147" W) along said soutn l
of one thousand one hundred m net ine a distance
t' and eight one-uundredths (1 west tine et
,19G.08) feet
to a line parallel with and forty (40) feet easterly of the said Northeast quarter of
(NE 1/4)• THENCE North one degree twenty minutes
twenty-five seconds East (N 01°20'25" E) along said parallel line a dis-
tance of thirty and one one-hurdredth (30.01) feet to a line parallel with
and thirty (3G) feet northerly of said south line, being the TRUE POINT OF
BEGINNING; THENCE continuing North one degree twenty minutes twenty-five
seconds East IN 01'20'25" E) along said parallel line a distance of
fifty-six and twe h e one-hundredths (56.12) feet to a point On a curve from
which the center bears South eighty-eight degrees thirty-nine minutes
thirty-five seconds East (S BF.039'35" E), said curve having a radius of
fifty-five (55.J0) feet; THENCE southeasterly along the at- of said curve
(through a central angle of ninety-one degrees nine minutes twelve seconds
(9l"09'12")) an arc distance of eighty-seven and fifty cne-hundredths
(87.50) feet to a N ,e parallel with and thirty (30) feet northerly of said
south line; THENCE North eighty-nine degrees forty-eight minutes
forty-seven seconds West (N 89°48'47" W) along said parallel line a dis-
tance of fifty-six and twelve one-hundredths 156.12) feet to the TRUE POINT
Of BEGINNING.
Subject to Easements of Record.
Containing an area Of six hundred eighty (660) square feet.
See Exhibit "A" for map 10catinq parcel.
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PROJECT: L.T.D. 314
East Valle? Road
Improvement
Proj.No.
RIGHT OF ENTRY
(PARTNERSHIP FORM)
The undersigned, having an interest in that certain property designated as
Parcel No. of the L.1.73- ail 6:a�c 1'ailc}' Road
project, a City of Renton operation, does herebv grant the right of entry onto said
Parcel No. for the purpose of commencing construction.
This right of entry is conditionee upon payment by the City of Renton into the
registry of King County Superior Court, or into escrow, or otherwise as may be agreed
upon, of the amount which the City has offered as compensation for the taking or
damagiig of said Parcel No.The grant of right of entry does not necessarily «•nstitute acceptance of the
City's offer to purchase Parcel No.
The grantor reserves the right
to negotiate the purchase price with the City, and in the event agreement cannot be
reached, to require the City to initiate condemnation proceedings to ascertain the
fair market value of Parcel No.
---
DATED this day of 19-
_—_----------
''Legal Description Attached _
TATE OF WASHINGTON ) SS
COUNTY OF K I N G )
-.—
This is to Certify that on the day of 19
— ------
before me, the undersigned a Notary pubTic. Dersonally appeared
and __ J,—._ to me known to be the —..-----
and respectively of _ ._ -
the corporation Chat executed the foregoing instrument asthe general Partner of
a regular 1im,ted pa rt�e rshiD and acknowledged the said instrument to De the free and
voluntary act and deed of said corporation as said aeaeral partner for the uses and
purposes therein mentioned, and on oath stated tt,tthen were
allthorized of to execute
the said instrument and that the seal , if affixeo, 1 e
corporate sealsaid
corporation.
Witness my hand and official seal hereto affixed the day and year first above
written.
g5lrj q�UBL� F an or tT e Late
Washington, residing at
PROJECT: L.I.D. 314
Fast Valley Road
Improvement`
Proj.No.
RIGHT OF ENTRY
(PARTNERSHIP FORM)
The undersigned, having an interest in that certain property designated as
Parcel No. - of the L.I.D. 314 East Valley Road
project, a City of Renton operation, does hereby grant the right of entry onto said
Parcel No. for the purpose of commencing construction.
This right of entry is conditioned upon payment by the City of Renton into the
registry of King County Superior Court, or into escrow, or otherwise as may be agreed
upon, of the amount which the City has offered as compensation for the taking or
damagino of said Parcel No.
The grant of right of entry does not necessarily constitute acceptance of the
City's offer to purchase Parcel No. The arantor reserves the riaht
to negotiate the purchase price with the City, and in the event agreement cannot be
reached, to require the City to initiate condemnation proceedings to ascertain the
fair market value of Parcel No.
DATED this day of _ _ 19
`Legal Description Attached
STATE OF WASHINGTON )
) SS
COUNTY OF K I N G )
This is to Certify that on the day of 19
before me, the undersigned a Notary PubTic, personally appeared
and _ _ to me known to be the _
and - respectively of ----the corporation that executed the foregoing instrument as the general partner of
a regular t03—firm ted0 partnership and acknorledged the said instrument to be the free a-
voluntary act and deed of said corporation as said general partner for the uses and
purposes therein mentioned, and on oath stated that they were authorized to execute
the said instrument and that the seal, if affixed, is the corporate seal of said
corporation.
Witness my hand and official seal hereto affixed the day and year first above
written.
NOTARY PUPLIC n and for the State of
Washington, residing at
rq Coutdy,State of WMInngton Real Property Division
Ion Dunlap.County Executive ChvS J.LOUISIS,Manages
Department of Executive Administration 500A King County Administration Building
500 5th Avenue
$ham N Tana D,,ecfor Seattle.WaShington 98104
12061344-3970
September 17, 1981
Mr, Richard C. Houghton, Acting Director
Department of Public Works
City of Renton
200 Hill Avenue South
Renton, Washington 98055
Re: Appraisals and Legal Instruments
Renton LID 314
Our File No. 81-6-74
Dear Mr. Houqhton:
Enclosed are two copies of the complete appraisal report for the sixteen
parcels in LID 314, Copies of the individual parcel reports, reviews
and legal instruments, have been supplied to Mr, Don Monahan as they
were finished. These two copies provide all the pertinent appraisal
information for all of the parcels.
If you have any questions or require any additional information, please
let us know.
Sincerely,
Chris J. Loutsis
Manaqer
FHO:jhv
Enclosures
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1t 0 z PUBLIC WORKS DEPARTMENT
_ DESIGN/UTILITY ENGINEERING 0 235-2631
c $' MUNICIPAL BUILDING pp MI 9 � LEAVE.SO. RENTON,1YASR,91811156
P
,rEC SEo<E�"�
BARBARA Y. SHINPOCH July 27, 1481
MAYOR
Ma. Tom McLeod
Deponent o6 Tutupoatation
600 Condon Ave.
Seattte, WA
Dea* M. McLeod:
Encto6ed heA,;in i.d a tegat de6cn iption o6 the night-06-ur.:7 acquiaes
coniunc.ti_on 4ith SR167 wki.ch it is Jett 6houtd be tutned back to the
City 06 Renton in oadeA to accommodate Eadt Vattey Road.
C;�uenLty the City i6 in the
6icatw0n6 boa the imPlovewAt oJEastVattey Roes panne and 6peci-
P)Loiect we w utd titre to tucive the Queetion o a.i Pant o6 thid
juni6diction. J 9ht-a6' y
It mutd be appreciated i6 you uautd review the enetoeed de6caiption
and i6 eatie6actoay ptepaAe the nece66any tunnback deed. IJ you have
any Que6tion6, M. Monaghan cA kt. Bray 06 th.id 066iee can aedi.dt uou.
Veay t%uty you4A
Richard C. Houghton
Acting Pubtic Wot" Diaectaa
DGM:pmp
Enctoeuae
- i
79154
July 9, 1961
Page 1 of 2
LEGAL DESCRIPTION
A strip of land varirhle in width on each side of the FL-line and a strip
of land 180 feet wide, 90 feet on each side of the EF-Line as defined and
shown on the Washington State Highway Commission horizontal alignment maps
of "Jct. SSH No. 2-M to Jct. PSH No. 2 in Renton," sheets 3 and 4 of 10
sheets, and of "Primary State Highway No. 5 South 228th St. in Kent to
Renton," sheet 8 of 14 sheets. Being a portion of toe west 30 feet of the
SE 114 and a portion of the SW 114 of Section 19, Township 23 North, Ranoe
5 East, W.M., County of King, State of Washington, more particularly de-
scribed as follows:
Beginning at said FL-Line Sta'ion FL 302+20.2; THENCE westerly along the
south line of said Section 19 to a line parallel with and being 50 feet
westerly of said FL-Line; THENCE northerly parallel with and 50 feet west-
erly to said FL-Line to a point that is 50 feet southerly and at right
angles to Station FL 329+38.8; THENCE northerly on a line towards said Sta-
tion FL 329+38.8 to the southerly margin of S.W. 16th St.; THENCE westerly
along the southerly margin of said 5.W. 16th St. to the centerline of
(vacated) Main Street as Shown on C. D. Hillman's Earlinq_ton Gardens Add'n
Division No. 1, recorded in Volume 17 of Plats, page 74, Records of King
County (shown on map as 89th Avenue S.W.); THENCE southerly along the
centerline of said vacated Main St. to a line that is parallel with and 45
feet southerly of said FL-Line; THENCE westerly parallel with and 45 feet
southerly of said FL-Line along the southerly margin to the centerline of
(vacated) Valentine Avenue as shown on said C. D. Hillman's Earlington
Gardens Add'n Division No. 1 (shown on map as 86th Avenue 5.); THENCE
northerly along said centerline to said FL-line; THENCE easterly along said
FL-Line to the intersection with the projected easterly margin of said
Valentine Avenue; THENCE northerly along Said projected easterly margin to
a line parallel with and being 45 feet northerly of said FL-Line; THENCE
easterly parallel with and 45 feet northerly of said FL-Line to a line par-
allel with and 90 feet westerly of said tF-Line; THENCE no therly parallel
with and 90 feet westerly of said EF-Line to a point 90 feet westerly and
at a right angle to EF-Line Station EF 8+00; THENCE easterly tc a point
that is 90 feet easterly and at a right angle to said Station EF 8+00;
THENCE southerly parallel with and 90 feet easterly of said EF-Line to a
line that is parallel with and 45 feet northerly of said FL-line; THENCE
easterly parallel with and 45 feet northerly of said FL-Line to the wester-
ly margin of said Main Street; THENCE southerly along said westerly margin
to the northerly margin of said S.W. 16th Street; THENCE easterly along the
northerly margin of said S.W. 16tn Street to a line that is parallel with
and 60 feet southwesterly of the AR-line as shown on said horizontal align-
ment maps; THENCE southP,Sterly ,,,rallel with and 60 feet southwesterly of
said AR-Line to the AR-Line Station AR 84*77.6; THENCE southwesterly along
a line that is at a right angle to said AR-Line at Station AR 84+77.6 to an
79154
July 9. 1981
Page 2 of 2
arc that is parallel with and 30 feet northeasterly of said FL-Line; THENCE
southeasterly and Southerly parallel with and 30 feet northeasterly and
easterly of said FL-Line to the said south line of said Section 19; THENCE
westerly along said south line to the POINT OF BEGINNING.
`H p.�cy FAO
•,
fC_ 4F Jai
LNhcJ
OF
v »y z PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2631
rR MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.VIASK 9111M
09e b
O �p
9��Pc SE v(E�
BARBARA Y. SHINPOCH July 11, 1981
MAYOR
Mr. Tom McLeod
Department o6 Twmporfati.on
600 Couon Ave.
Seattte, WA
Dean M. McLeod:
Enetoaed heAein i6 a tegat deauu.ption o6 the night-o6-way acquired in
conjwletion with SRI67 which it is 6ett shoutd be turned back to the
City o6 Renton in ondet to accommodate East Vattey Road.
Cuvicenity the City ib in .the J4.nat atagea o6 preparing ptanb and 6peci-
6i. !!one bon the imp'ovement o6 Ea6t Vattey Road. Aa pant of this
project we would We to Le4otve the question o6 right-o6-way
juribdicti.an.
It would be appreciated i6 you unutd review the enctobed de6cri.pt4on
and i6 sa.tiA6ac.toty prepaAe the nece46aAq turnboxk deed. 16 you have
any questions, Mr. Monaghan or M. &ray o6 this 066ice can assist you.
Vcry tnuty yours,
Rickard C. Houghton
Acting ➢ubtic Works DiAector
DGM:pmp
Encioauae
79154
July 9, 1981
Page 1 of 2
LEGAL DESCRIPTION
A strip of land variable in width on each side of the FL-Line and a strip
of land 160 feet wide, 90 feet on each side of the EF-Lire as defined and
shorn or the 'washincton State Highway Commissior horizontal alignment maps
of Jot. SSH No. 2-M to Jct. PSI'. No. 2 in Renton," sheets 3 and 4 of 10
sheets, and of "Primary State Highway No. !. South 228th St. in Kent to
Renton," sheet a of 14 sheets. Being a portic, of the west 30 feet of the
SE 1/4 and a portion of the SW 1/4 of Section 19, Township 23 North, Range
5 East, W.M., County of King, State of Washington, more particularly de-
scribed as follows;
Beginning at said FL-Line Station FL 302+20.2; THENCE westerly along the
south line of said Section 19 to a line parallel with and being 5C feet
westerly of said FL-Line; THENCE northerly parallel with and 50 feet west.
erly to said FL-Line to a point that is 50 feet southerly and at right
angles to Station FL 329+35.8; THENCE northerly or. a line towards said S
tion FL 329+38.8 to the southerly margin of S.W. 16th St.; THENCE wailta-
Sty
along the southerly nargin of said S.W. 16th St. to the centerline of
(vacated) Mai., Street. as shown on C. 0,
Hillman's Earlington Gardens Add'n
Division No. 1, recorded in Volur:e 17 of Plats, page 74, Records of Kino
County (shown or nap as 69th Avenue S.w.); THENCE southerly along the
centerline of said vacated Main St. to a lire that is parallel with and 45
fret southerly of said FL-Line; THENCE westerly parallel with and 45 feet
southerly of said FL-Line along the southerly margin to the centerline of
(vacated) Valentine Avenue as shown on said C. D. Hillman's Earlington
Gardens Add'n Division ho. i (shown on nap as 86th Avenue S.); THENCE
northerly along said centerline to said FL-Line; THENCE easterly along said
FL-Line to the intersection with the projected easterly margin of said
Valentine Avenue; THENCE northerly alo. . ,aid projected easterly margin to
a line parallel with and teino 45 feet northerly of said FL-tire; THENCE
easterly parallel with and 45 feet rortherly of said FL-Line to a line par-
allel with arc 9C, feet westerly of said EF-Line; THENCE northerly parallel
with and 90 feet westerly of said EF-Line to a point 90 feet westerly and
at a right angle to EF-Line Station EF ;+00; THENCE easterly tc a point
that is 90 feet easterly and at a right angle to said Station EF 8+00;
�hENCE southerly parallel with and 90 feet easterly of said EF-Line to a
line that is parallel with and 45 feet northerly of said FL-Line; THENCE
easterly parallel with and 45 feet northerly of said FL-Line to the wester-
ly margin of said Main Street; THENCE southerly alono said westerly margin
to the northerly margin of said S.W. 16th Street; THENCE easterly along the
northerly margin of said S.W. 16th Street to a line that is parallel with
and 60 feet southwesterly of the AR-Line as shown on said horizontal align-
ment maps; THENCE southeasterly parallel with act 60 feet southwesterly of
said AR-Line to the AR-Line Station AR 84+77.6; THENCE southwesterly along
a line that is at a right angle to said AR-Line at Station AR 84+77.6 to an
79154
July 9, 1981
Pace 2 of 2
arc that is parallel with and 30 feet northeasterly of said FL-Line; THENCE
southeasterly and southerly parallel with and 3C feet ncrtheasterly and
easterly of said FL-Line to the said south line of said Section �9; THENCE
westerl; along :aid south line to the POINT OF BEGINNING.
►`aW'w ESN R Cr.,
����NdL LNNJ ' 1
EASEMENT
Drainage Distn:t humber One of Kirg County, Washington, a municipal Corporation
existing under the laws of the State of Washington, hereinafter called Grantor, in consider-
t7 ation of One dolisr(SI.00) and the terms herein contained,
a Win icy al con grants unto the City of Renton.
D corporation existing under the laws c/ the
Sete o/ Wa3M nnggLOb, an easement as
herein Ilmited, for the construction, maintenance and operation of a 10" cast iron pipe rani-
,Z Cary sewer line with a ficwline elevation of epproxtma tely 2.6p Of a upon City of Renton
datum over, across and under that real Property lying within King County, Washington, particu-
O larly descrited on the attached Exhibit "A", said ex Hlbit hereby incorporated by reference and
tp made a part hereof.
This grant is made on the following terms:
1. Grantee will Install, and from time Co time and at all times hereafter, will repair
and maintain two ten foot eight inch by six foot eleven inch arch culverts within said easement
for the purpose of ell owing and maintaining the existing flow of drainage water.
2. Grantee will fron time to time and at all times Hereafter instal', retair am maintain
a^) d0ditional culverts, dltth¢s or other provisions necessary CC allow and a:rta+n tree rea3-
onetle and ;roper flow of drainage water through $411 easement.
3- Grantee shall operate, exercise aM maintain the easement granted herein in a manner
which will not hinder or prevent the proper and reasonable use Of said real Property by
Grantor as part of a continuous Chainsge, system.
a. Grantor retains the right to use said easement for maintenance of its mainage system
oa' other p rpose so long as said use does not interfere with the purpose for which the ease-
ment is granted.
S. All mark required of Grantee by tier terms hereof shall be Oon¢ m a tinnly, proper,
substantial and warkm. niikr manner, and shall be done at the cost end eepen5e of the Grantee.
6. The Grantee shall have the right at times as may be necessary to enter upon said
Property for the purposes of repairing and maintaining said sanitary Sewer line, provided that
Such repairs or maintenance shall to accomplished in such a manner that any private or public
improvements ex''ting in said easement, including an, ditch or ditches, shall not be disturbed
or destroyed
This easement iS for the benefit Ov and dppurtlntnt to the property r' the Grantee
adjoining said easement, aid shall inure to the benefit and be binding and c To-fory upon the
Heirs, successors and assigns of the Grantee and Grantor
DRAINAGE DISTRICT NUMBER ONE,
KING COUNTY, WASHINGTON (
SFeiinufi 3N __
ogOmr1 5 On! A111P5 a SSen, [plmOlSsloMr
C ✓
Y
Teresa one t, nil ones
STATE OF WASHINGTON)
Ss
COUNTY OF KING)
On this /.;"day of ka 1978, before ire the undersigned, a Notary Public
HOGUE.ir, and for the t�of NanTnTE duly cmmisStoned and sworn, personally appeared SHANNON P,
Drainage
JADES r. Number and TERESA TONECEI, to re kh i to be the au horiped officers of
Drainage District Number One, kl ng County, Washington, the parties t/ ti'Aeyled tree foregoing
easement and aU nOwled9ed iH0 initr uiMnl to be tbe��frMMtt And roLmcery let one deed of said
District, for the uses and purposes therein mentl NlNO. 1M on oath. Stitid 'het 14y ere author-
ised to execute said instrument. \)c�`1. or
11W EXCISE i k���\
NOT aEOV'^e wpt'AN!f PUBLIC in `inTfTitr o'— irigton.
Alri CO. Rk. re idling At Kent. ra
-ads LF.�.ue i �w ru
' " t3n2ett •►•
A pa ♦el of IanJ, benµ a portion of brain:,LC I1,.t1'i0 NO. 1, 51'nnµhrmk 11'rrl ,
J r.uu.ge Jltcll, lying within the Ai. 114 of SCctnn, 25, 'u,p. 21 h., Nng. a L., %.n
and till No t/+ of 3cet+m Sa. 111 23 N., NO'. `. 1.., M.N, wie pu rt,cu l:.vlr d. ,cn-
(f7 hrd .,s fol loos:
Q Ikc'mm�G +t the NM colas, of said "Con, 311, 1,,,ce S. a'3.52'02^ F. filling th•
n nt onb li of said salt i,w + Jlsfancl of IM11.3r fret to INC 1/la info ahi Ch r,me. In
I."h-smth dlmetcnu tbfough fill hill 1/4 of sold SeCtlli
'11,cuc.• S. t•15'13" 11, +1u„11 suit 1/If. I,ac .I dillnnc.. of 1513.91 felt to fill lilt.
l,nr Much nets in 1 e.nt•rout dlrCc 11w1 Ihrwgb file NM 1/4 of s:nd SICtun,, ,In„ 1
N, a)Vo'15" W. along +aid 1/16 Iine a Jisloaec of 555 (CC, to .1 Iwint of 1urv'I. I;
theacC n.rtino.sterly Glory; said curvy to the right, souk ewvc bail a rL u- ,I 21ao1
last. a central angic of 11.50126" oil .,rc distance of 413.31 fact to a Prom 1... 11•„
.slcr1, line of said Urainii h'utnat Na. 1 said Illi Iwing 20 foot enstrrry o1
.•,.nw at right ao u
Nias to tilt I / ,a of sa,a "Clim, and the tnM
Lewwm If•µ;
,i �ortUueytcrlJ 1u a na,nf un ,bc ."III i, 1,
d�l`u u,1 he elµ Jb Ic.l •rotcr:y :, w:.. „ 1J .., ni;bl slag,c• In fill I .I .
5c:t,un 2f 'fg1. 25 M.. I..
nLwe llC Neiv.rJy if" of s..uJ ufa,nuge ,1,nlriet Mr. a J"tmw1 of 511^' 1..
I loam .A1 a nm tnng0nl Cu"C. Maid Curv, ha, a r"Ja, o1 21.35' nnJ a Nnl,ul
of 1'ug•Ys"; thence •ootnemstony ..lung said c.m. nn arc d,etmlCc of nn.n 1
pouv ul till, onstcrly 111w of sold or.la:lge I„stv"t No. I; thcncC north,1), 11.1...
,' 5 ul ent lino of 0raiii 0istriu NO, 1 a d,9ralwa of 95.6g frf to the ,
of acpinniag.
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. • 79154
✓f/NE3
January 29, 19P1
Dick Houghton
City of Renton
Director of Public Works
200 Mill Avenue
�enton, WA 98055
Subject: Transmittal of Pight-of-Way Descriptions
Dear Dick:
Enclosed for your use are the legal descriptions of right-of-way takes
and sanitary sewer ease^.entz required for LID 314. Upon review of the
Austin Company's plat, it a{",ears that the right-of-way takes 6-2, 6-4,
and 6-5, which were transmitted to you on December 24, 1980, are not
necessary. Please disregard these descriptions. Also enclosed are plan
sheets which indicate each of the right-of-way descriptions.
Some of the storm drainge issues which are unresolved Tay require addi-
tional right-of-way or easements. As these issues are resolved, we will
prepare these descriptions.
If you have any questions, please get in touch with us at once.
Sincerely,
,10Fr$ AScnrt ATfc, .qI
.....to n
Assistant Project 8inager
JPW/so
Enclosures
79154-6-6
Janwary 19, 1981
City of Renton
Sanitary Sewer Easement
(Sanitary sewer easement south of S.W. 16t Street on Lind Avenue S.W.)
The northerly 300.00 feet in width of that portion of the easterly 10.00
fee_ in width of the westerly 50.00 feet in width of the northeast
quarter of the southwest quarter of Section 19, Township 23 North. Range
5 East, W.M., in King County, Washington, lying south of the right-of-way
of S.W. 16th Street as establsihed by Superior Court Cause No. 588967.
Contains 3C00 square feet, more or less.
Situate in Renton, Washington.
79154-24-1
January 16. 198:
City of Renton
Right-of-Way Take 24-1
(Portion of Tract 8, Block 6, "Burlington Nor Ind Pk Renton II")
That portion of Tract 8, Block 6, in the plat of "Burlington Nor Ind Pk
Renton II as retarded in Volume 111 of plats, pages 42 through 44,
records of King County, Washington, more particularly described as fol-
lows:
Beginning at a point from which the northwest corner of said Tract 8
bearns North 00049'10" East, 10.74 feet;
THENCE North 00049110" East, 10.74 feet, along the west line of said
Tract 8 to said northwest corner of Tract 8;
THENCE easterly along the north line of said Tract 8, said line being the
arc of a curve having a radius of 204�.00 feet and being concave to the
north, through a central angle of 10 27'09" an arc distance of 373.07
feet to a point of tangency which bears North 89040119" West 74.06 fe,r
from the northeast corner of said Tract 8;
THENCE North 89 40'19" West along the extension of the Langer' � -
aforementioned curve, 66.67 feet, to the point of beginning of n ,
the right having a radiu,, of 2009.66 feet;
THENCE westuly along said 2009.66 foot radius curve through -t al
angle of 08 42,46", ag arc distance of 305.60 feet, to the -".°.i t I
beginning.
Contains 1838 square feet, more or less.
Situate in Renton, Washington.
1J1T�� •r
79154-27-3
January 16, 1981
City of Renton
Right-of-way Take 27-3
(Portion of the west 300 feet of Government Lot 9 and of the Southeast
quarter of the Northeast quarter of Section 25 for S.W. 27th Street)
That portion of Government Lot No. 9 (also referred to as the Northeast
quarter of the Northeast quarter) and of the Southeast quarter of the
Northeast quarter both in Section 25, Township 23 North, Range 4 East,
W.M., in King County, Washington, more particularly described as fol-
lows:
Beginning at a point on the westerly line of that. tract conveyed to the
City of Renton by quit claim deed %ted February 20, 1976 (the northwest
corner of said tract lies South 00 49'10" West, 1254.35 feet along the
east line of d5aid Section 25 from the Northeast corner of said Section 25
and North 88 24'48" West, 1049.43 feet to said northwest corner of said
tract), and recorded at Auditor's File Number 7603250650, records of
said King County from which the northwest corner of said tract bears
North 01 O1'19" East a distance of 45.70 feet;
THENCE North 01001'19" East along said westerly line and its prologa-
tion, 90.00 feeds;
THENCE North 88 24'42" West, 300.01 feet, more or less, to a point on the
westerly line o� said Government Lot No. 9;
THENCE South 01 01'19" West along sai,, westerly line of said Government
Lot No. 9 and th8 Southeast quarter of the North, st quarter, 90.00 feet;
THENCE South 88 24'42" East, 300.0I feet, more of less, to the point of
beginning.
Contains 0.620 acres, more or less.
Situate in Renton, Washington.
i
. � b
79154_27-2
City of Renton January 16, 1981
Right-of-way take 27-2
(Portion of City of Renton wetlands in Govt. Lot 9 of Section 25 for S.w.
27th Street).
That Portion of that tract located in Government Lot No. 9 (also referreC
to as the Northeast quarter of the Northeast quarter) and in the South-
east quarter of the Northeast quarter, all in Section 25, Township 23
North, Range 4 East, W.M. in King County, Washington, conveyed to the
City of Renton by quit claim deed dated February 20, 1976, and recorded
at auditor's File number 7603250650, records of said King County, more
particularly described as follows;
ing
at
00849 109 West th1254 351east corr of feet along the eastin
said
leofsaid, which ties South
the northeast corner of said Section 25 and North 88°24Sg8ti We 25 from
feet to said northeast corner of said tract; West 20.00
THENCE South 00 49'10" West along the east line of said tract, (bein0 the
west line of the easterly 20.00 feet in width of said Northeast quarter
Of the Northeast quarter of Section 25)• 66.17 feet, to a point of
intersection with the arc of a curve which is concave to the south and
which has a radius of 2204.32 feet;
THENCE westerly along said 2204.32 foot radius curve through a central
angle of 07048'g0 an arc distance of 300.40 feet (the chord of this arc
bears North 84 30127" West a distance of 300.17 feet), to a Point of
tangency;
THENCE North 88024'421, West along said tangent, 730.39 feet, more or
less, to a point of intersection with the westerly line of the aforemen-
tioned tract;
THENCE North 01001,19,, East along said westerly line, 45.70 feet, to th,
Point of beginning.
THENCE South 88 2P'48" East along the north line of said tract, 1029.43
feet to the point of beginning.
Contains 1.127 acres, more or less.
Situate in Renton, Washington.
c t�
r �
79154 22-1
January 14, 1981
City of Renton
Right-nf-Way Take No. 22-1
(Portion of the south end of Government Lot 1 of Section 30 for S.M.
27th Street)
That portion of Government Lot No. 1 (also referred to as the Northwest
quarter of the Northwest quarter) in Section 30, Township 23 North, Range
5 East, W.M., King County, Washington, described as follows:
Beginning at a point on the east line of the westerly 20.00 feet in width
of said Section 30 which lies South 89051148" East 20.00 feet along the
north line of said Section 30 and South 00049'10" West 1254.38 feet from
the Northwest carner of said Section 30;
THENCE South 00 49'10" West along said east line, t .23 feet, to a point
-,f intersection with the north line of the plat of "Burlington Nor Ind Pk
Renton Il" according to the plat recorded in Volume ill of plats, pages
4' through 44, rscords of said King County, as monumented on the ground;
THENCE South 89 40'19" East along said north line, 925,91 feet, to a
point of intersection of said line with the existing westerly right-of-
way line of Ling Avenue S.W.;
THENCE North 01 35'19" East along said westerly right-of-way lined 36.89
feet, to a point from which the point of beginning bears North 88 24'48"
West, 926.45 felt, more or less;
THENCE North 88 24148" West, 369.80 feet;
THENCE North 89040'19" West, 212.76 feet, to .he point of beginning of a
curve to the right having a radius of 1919.66 feet;
THENCE along said 1919.66 foot radius curve to the right through a
central angle of 05027'( .., an arc distance of 182.63 feet (the chord o'
this arc bears North 86 56148" West a distance of 182.56 feet);
THENCE, leaving said curve i a non-tangent direction, North 88024'48"
West, 161.44 feet, to the point of the beginning.
Contains 42.395 square feet, more or less.
Situate in Renton, Washington.
s�
yF
6
Y
♦µ
79154-22-2
January 14, 1961
City of Renton
Right-of-Hay Take No. 22 2
;portion of ttre
27th Street) south end cf Government Lot I of Section 30 for S.W.
That portion of Government Lit No. 1 (also referred to as the Northwest
Quarter of the Northwest quarter) in Section 30, Township 23 North, Range
5 East, W.M., King County, Washington, described as follows:
Beginning at a point on the east line of the westerly 20.00 feet in width
Of said Section 30 which lies South 890 51'48" East 20.00 feet along the
north line of said Section and South 00049,100 West 1254.38 feet from the
Northwest cornea of said Section 30;
THENCE South 89 24'48" East, 161.44 feet, to a point of intersection w'th
the arc of a curve which is concave t0 the north and has a radius of
1919.66 feet;
THENCE wesVrly along said 1919.66 foot radius curve through a central
angle of 04 32'd57", an arc distance of 152.41 feet (the chord of this arc
bears North 81 56'47.5" West a distance of 152.38 feet), to a point of
reverse curvature and the point of beginning at a curve to the left
having a radius of 2,294.32 feet;
THENCE westerly along said 2294.32 foot radius curve through a central
d?5 feet
angle of 00 15' °, an arc distance of 10.40 (the chord of this arc
bears North 79 48'06.5" West a distance of 10.40 feet), to a point of
intersection with the aforeme, .ioned east line of the westerly 20 feet in
width of Government Lot No. 1•
THENCE South 00 49'10" West, 18.72 feet, to the print of beginning.
Contains 1328 square feet, more or less.
Situate in Renton, Washington.
79154-22-3
January 14, 1981
City of Renton
Right-of-Way Take 22-3
(Portion cf the south end of Government Lot 1 of Section 30 for S.M.
27th Street and fillet at Lind Avenue S.W.)
That portion of Government Lot No.l (also referrer' to as the Northwest
quarter of the Northwest quarter) in Section 30, Tornship 23 Nortn, Range
5 East. . M„ King County, Washington, 'escribed as follows:
Beginning at a point on the existing westerly right-of-way line of Lind
^venue S.A. (said line being the west line of the easterly 40 feet of
saad Northwest quarter of the Northwest quarter) which lies South
01 35'19" West a ristancz of 1278.15 feet from the intersection of said
line with top ngrth line of said Section 30;
THENCE North 01 35'19" East along szid right-of-way line, 61.93 feet, to
a cusp;
THENCE, reversing direction southerl southwesterly and westerly along
the arc of a 5F.00 radius curve which is concave to the Northwest and
tangent to said westerly right-of-way line, through a central angle of
88044,220, an arc distance of 85.18 feet (the chord of this arc bears
South 45057'30" West a distance of a6.92 feet), to a point of tangency;
THENCE along saad tangent, North 89 40'19" West, 316.09 feet;
THENCE South 88 24'48" East, 369.80 feet, to the point of beginning.
Contains 2119 square feet more or less.
Sitate in Renton, Washington.
79154-24-2
. -ivary 14, 10^1
City of Renton
Right-of-way Take 24-2
(Portion of Greenbelt adjacent to Tract 8 for S.N. 27th Street)
That portior; of the "Springbrook Creek Greenbelt and Pedestrian Ease-
ment" as shown on the plat of "Burlington Nor Ind Pk Renton 1I" as
recorded it Volume III of plats, pages 42 through 44, records of King
County, Washington, more particularly described as follows:
Beginning at the northwest corner of Tract 8, Block 6, of said recordcJ
Plat;
THENCE South 00049,101, West along the west line of said Tract 8, 10.74
feet, to a point of intersection with the arc of a curve which is concave
to the north and has a radius of 2009.66 feet;
THENCE westSrly along said 2009.66 foot radius curve through a central
angle of 01 09'14", an arc distance of 40.48 feet, (the chord at this arc
bears, North 80022'56" West a distance of 40.47 feet), to a point of
intersection with the east line of the King Col ity Drainage 0:strict No.
I ric' ,-Of-way as established by King County Superior Court Cause No.
32912,
THENCE North 00°49'10" East along said right-of-way line, 11.99 feet, to
the existing southerly right-cf.way line of S.W. 27th Street as esta-
blished by the aforementicned recorded plat;
THENCE easterly along said right-of-way line, a curve which is concave to
the north and has a radius of 2045.00 feet, through a central angle of
01 08'24", an arc distance of 40.69 feet, to the point of beginning.
Contains 455 square feet, more or less.
Situate in Renton, Washington.
w
7915.1-25-1
January 14, 1981
City of Rcn ten
Right-of-way Take 25-1
(Portion of Drainage District Ho. 1 right-of-way for S.W. 27th Street).
That portion of the King County Drainage District No. 1 right-of-way as
established by King County Superior Court Cause No. 32912 along the
Section line common to the Northwest quarter of Se^tion 30, Township 23
North, Range 5 East, W.M, 'he Northeast ua rter u r Township 23 North, Range 4 Easc, W.M., r Kin Cow�t Section 25
particularly described as follows: 9 ri Washington, morn
Beginning at a point on the west line of said right-of-way (Vie west line
of the easterly 20.00 feet in width of said Northeast quarter of Section
25) which is the northeast corner of that tract conveyed to the city of
Renton by quit claim deed date. February 20, 1976 and rscorded at Aud-
itor's File n8mber 7603250550, records of king County, Washinaton, which
lies South 00 49'10" West 1254.35 feet along said Section line common to
said Section 30 and said Section 25 from the northeast corner of said
Sf tion 25 and North 88 24'48" West 20.00 feet to said northeast corner
of said tract;
THENCE North O'049'10" East along
of intersectio :aid west line, 24.81 feet to a paint
n with the arc of a curve which is Cnnca'JE to the south and
which has a radius of 2294.32 feet;
THENCE easterly along said 2294.32 foot radius curve through a central
angle of South 0:00
bears South
an arc distance of 40.47 feet (the chord of this arc
26'13" East a distance of 40.47 feet), to a point of
intersection with the easterly line of said Drainage District No. 1
right-of-way, (the east line of westerly 20.00 feet in width of said
Northwest quarter of Section 30);
THENCE South 00 49'10" West, along said easterly line, 91.22 feet, to a
Point of intersection with the arc of a curve which is concave to the
north and vhich has a radius of 2009.66 feet;
THENCE westerly along said 2009.66 foot radius cur a ten+ al
angle of 00 G799. vee, and arc distance of 4.68 feet (th chrd througho cf th', arc
bears North 79 44'19" West a distnace of 4.67 feet), to a p, 'nt of
revers curvature and the beginning of a curve to the left having a
radius of 2204.32 feet;
THENCE westerly along said 2204.32 foot radius curve through a central
angle of 00 55'd53% an arc distance of 35.83 feet (the cord of this arc
bears North 80 08'15.5" West a distance of 35,R3 feet), to a point of
intersection with the aforementioned westerly line of the Drainage Dis-
trict No. 1 right-cf-way;
THENCE North 00 49'10" East, 66.17 feet, to the point of beginning_.
Contains 3644 square feet, more or less.
Situate in Renton, Washington.
7`
� r
79154-27-1
January 14, 1981
City of Renton
Right-of-way take 27-1
(Portion of Government Lot 9 in Section 25 lying north of the Renton
wetlands)
That portion of Government Lot No. 9 (also referred to as the Northeast
quarter of the Northeast quarter) in Section 25, Township 23 North, Range
4 East, W.M., King County, Washington, described as follows:
Beginning at the northeast corner of that tract conveyed to the City of
Renton by quit claim deed dated Fetruary 20, 1976, and recorded at
Auditor's File numt�er 7603250650, records o King County, Washington,
which lies South 00 49'10" West, 1254.35 feet along the east line of said
Sefition 25 from the Northeast corner of said Section 25 and North
88 24'48" West ;0.00 feet to said northeast corner of said tract;
THENCE North 00 49110" East along the northerly projection of the east
line of said tract (being the west line of the easterly 20.00 feet in
width of said Northeast quarter of the Northeast quarter of Section 2S),
20 81 feet, to a point of intersection with the ar: of a curve which is
oncave to the south and which has a radius of 2294.32 faet;
THENCE westerly along said 2294.32 foot radius curve through a central
angle of 070281e.. an arc distance of 299.10 feet (the chord of this arc
bears North 84 40',7" West a distance of 298.89 feet), to a point of
tangency;
THENCE North 880241421, West, 731.28 feet to a point lying North 01001'19"
East from the northeast corner of said City of Renton tract;
THENCE South 08 01'19" West, 44.3n feet, to the point of beginning.
THENCE South 88°24'48" East alcrg the north line of said tract, 1029.43
feet to the point of beginning.
Contains 1.002 acres, more or less.
Situate in Renton, Washington,
79154-1
December 23, 1980
City of Renton
RiV't-of-Way Take No. 6-1
(Fillet on the southeast corner of the intersection of Lind Ave. S,W,
and S.W. 16th Street)
That portion of vacated lots 57 and 58 in block 23 of the plat of C. D.
Hillman's Earlington Gardens Addition to the City of Seattle, Division
No. 1, as recorded in volume 17 of Plats, page 74, records of King
County, Washington bounded on the north t; the southerly right-of-wa
ltne of S.W. 16th Street as established by condemnation in Superior Court
Cause No. 598967; on the west b• the easterly right-of-way line of Lind
Avenue S.W. (87th Ave. S.) as establishes' by statutory warranty deed,
recorded at Auditor's Fite No. 7712160930, said records of King County;
and or the southeast by the northwesteriv arc of a circle which has a
radius of 55 feet and lies southeasterly of the intersect°-on of the a"ove
described bounding lines, and is tangent to both of them.
C mtaining 604 Square feet, more or 1=ss.
Situate in Renton, Washington.
. 1
79154-1
December 23, 1980
City of Renton
Right-of-Way Take No. 6-1
(Fillet on the southeast corner of the intersection of Lind Ave. S.d.
and S.W. 16th Street)
That portion of vacated lots 51 and 58 in block 23 of t•e olat of C. 0.
Hillman's Earlington Gardens Addition to the City of Seattle, Divi"or
No. 1, as recorded in Volume 17 of Plats, page 74, records of King
County, Washington bounded on the north by the southerly right-of-way
line of S.M. 16th Street as established by condemnation in Superior Court
Cause No. 588967; on the west by the easterly right-Of-way fin- of Lind
Avenue S.W. (87th Ave. 5.) as established by statutory warranty deed,
recorded and o the Southeast by l the o northwesterly arc of a csrcleywhiig runt ch nas ya
radius of 55 feet ano lies southeasterly of the intersection of the above
described bounG,ng lines, and is tangent to both of them.
Containing 604 square feet, more or less.
Situate in Renton, Washington.
. r
791°4-2
December 23, 1980
City of Renton
Right-of-Way Take No. 6-2
(Fillet on the southwest corner of the intersection of E;-r Ave. S.W.
and S.M. 16th Street)
That portion of vacated lots I and 2 it block 24 of the plat of C. D.
Hillman's Earlington Gardens Addi+ion to the G ty of Seattle, Divi,ion
:to. 1, as recorded in Volume 17 of Plats, page 74, records of King
County, Washington bounded on the north b; the southerly right-of-way
line of S.W. 16th Street as established by condemnation in Superior Court
Cause No. 588967; on the east by the westerly right-of-way line of Lind
Avenue S.W. (87th Ave. S.) as established by >tatutory warranty deed
recu-ded at Auditor's File No. 7712160930, said records of King County;
and on the southwes, by the northeasterly arc of a circle which has a
radius of 55 feet, lies southwesterly of the intersection of the above
desc-ibed bounding lines, and is tangent to both of them.
Containing 697 square feet, more or less.
Situate in Renton, Washington.
79154-3
City of Renton December 23, 198o
Right-of-Way Take No. 6-3
(Fillet on the northeast corner of the intersection of Lind Ave. S.W.
and S.W. 19t! Street)
That portion of vacated lots 30 and 31 in block 23 of the plat C. D.
Hillman's Earlington Gardens Addition to the City of Seattle, jivision
No. 1, as .ecorded in Volume 17 of plats, page 74, records of King
County, Washington bounded on the south by the northerly right-of-way
line of S.W. 19th Street as established by :aid plat. on the west by the
easterly right-of-way line of Lind Avenue S.W. (871.1h Ave. S.) as es.
tablished by statutory warranty deed recorded at Auditor's File No.
7712160930, said records of King County, and on the northeast by the
southwesterly arc of a circle which has a radius of 55 feet, lies north-
easterly of the intersection of the above described bounding lines, and
is tangent to bath of them.
Containing 680 square feet, more or loss.
Situate .n Renton, Washington.
1 .µ
79154-4
December 23, 1980
City of Renton
Right-of-Way Take No. 6-4
(Fillet on the northwest corner of the intersection of Lind Ave. S.W.
and S.W. i9th Street)
That portion of vacated lots 28 and 29 in block 24 of the plat of C. D.
Hillman's Earlington Gardens Addition to the City of Seattle, Division
No. 1, as recorded in Volume 17 of Plats, page 74, records of King
County, Washington bounded on the south by the northerly right-of-way
line of S.W. 19th Street as established by said plat; on the east by the
westerly right-of-way line of Lind Avenue S.W. (87th Ave. S.) as esta-
blished by statutory warranty deed recorded at Auditor's File No. 77121
60930, said records of King County; and on the northwest by the south-
easterly arc of a circle which has a radius of 55 feet, lies north-
westerly of the intersection of the above described bounding lineE, and
is tangen to both of them.
Containinc 619 square feet, more o. less.
Situate in Renton, Washington.
0 C:) 0
79154-5
Uecember 23, 1980
C'ty of Renton
Right-of-Way Take No. 6-5
(fillet on the i,ortheast cn•nar of the intersection of Raymond Ave. S.W.
and S.W. 19th �treet)
That portion, of vacated lots 30, 31 and 32 in Block 31 of the plat of C.
D. Hillman's Earlington Gardens Addition to the City of Seattle, Uivi
Sion No. 1, as recorded in Volume 17 of Plats, page 74, records of King
County, Washington bounded nn the south by the northerl., right-of-way
line of S.W. 19th Street as established by said plat; on the west by the
easterly right-of-way line of Raymond Avenue S,W. (84th Ave. S.) as
established by said plat; and u,, the northeast by the southwesterly arc
of a circle which has a radius of 55 feet; lies northeasterly of the
intersection of the above described bounding lines, and is tangent to
both of them.
Containing 6E5 squart feet, more or less.
Situate in Renton, Washington.
79154-99-'
December 23, 1960
City of Renton
Right-of-way take 99-1
(Portion of the South half of the intersection of Raymond Avenue S.W. and
S.M. 19th Street lying in Section 24).
The northerly 30 feet in width of the easterly 40 feet in width of
Government lot 13 the Southeast quarter of the Southeast quarter of
Section 24, Township 23 North, Range 4 East, N.M., King County, Washing-
ton,
Containing 1200 square feet, more or less.
.,ituate in Renton, Washington.
\ N
79154_11-1
December 23, 1980
City of Renton
Right-of-way Take No. 11-1
(The north 30 feet fill '
th Southwest quarter of the Southwest
Section 19, and the fillet on the southwest corner of th
Lind Avenue S.W. .nd S.M. 16th quarter of
Street), a intersection of
The northerly 30 feet in width of that Govern
to as the Southwest quarter of the Southwest
Township 23 North, ^�^t Lot r of ly referred
the easterly 40 feet 9n rEdth'thereof^ King County,
of Section 19,
having been (said Y, Washing,o^, EXCEPT
AND TOGETHER previously condemned in Su eri r easterly 4p feet in width
north b WITH that portion of p o Court „ause No. 841911).
.r the southerly line f said Government Lot b
east by the westerly0 . 1itl northerly 30 feet in bounded On the
southwest b r line of said easterly 4p feet fn Width- On the
feet, Y the northeasterly arc Of a circle which width; a*d on the
lies Southwester)y of the intersection rc has
bounding lines, and i a radius of 55
s tangent to both of 0 the above described
Containing them,
9 29,962 square feet, more or less.
Situate in Renton, Washington.
�y.
79154-13-1
City of Renton December 23. 1980
Right-of-May Take No. 13-1
(fillet on the southeast corner of the intersection of Lind Ave. S.W.
and S.W. 19th street)
That portion of lots 31 and 32 in Block 4 of the plat of C. D. Hillman's
Earlington Gardens Addition to the City of Seattle, Division No. 1, as
recorded in Volume 17 of Plats, page 74, records of King County, Washing-
ton bounded on the north by the southerly right-of-,ray line of S.W. Igth
`trees as establisned by said plat; on the west by a line lying 10 feet
on the southeast venue
of L`�d venue
easterly of and parallel to the easterly right-Of-way lin' °.
S.W. (87th Ave. S.) as established by said plat; and li the northwesterly arc of a circle which has a radius of 55 feet; lies
by
southeasterly of the intersection. of the abov e describ ed boundino lines,
and is tangent to both of them.
Containing 619 square feet, more or less.
Situate in Renton, Washington.
` `a
79154 19-1
December 23, 1980
City of Renton
Right-of-May Take No, 19-1
(The south 30 feet of the Northeast quarter of the Northwest quarter of
Section 30 together with fillets)
The southerly 45 feet in width of the Northeast quarter of the Northwest
quarter of Section 30, Township 23 North, Range 5 East, W,M., in King
County, Washington, EXCEPT the westerly 40 feet in width thereof previous-
ly conveyed to the City of Penton AND EXCEPT that portion thereof previous-
ly conveyed for the right-of-way of East Valley Highway (also known as
Primary State Highway No. 5 and 92nd Avenue South); TOGETHER WITH that
Portion of said Northeast quarter of the Northwest quarter bounded on the
South by the nurtherly line of said southerly 45 feet in width, on the west
by the easterly line of the aforementioned westerly 40 feet in width and on
the northeast by the southwesterly arc of a circle which has a radius of 55
feet, lies rortheastly of the intersection of the above described bounding
lines and is tangent to both of them; TOGETHER WITH that portion of said
Northeast quarter of the Northwest quart bounder' on the east by the
Esistira westerly right-of-way line of East Valley Highway, on the south by
the a^ therly line of said southerly 45 Feet in width and on the northwest
by the southeasterly arc of a circle which has a radius of 51. feet, lies
northwesterly of the intersection of the above described bounding lines_
and is tangent to both of them; AND TOGETHER WITH any segment of said
northwest quarter of Section 30 lying between the theoretical south line of
said northeast quarter of the northwest quarter and the plat of Burlington
Northern Orillia Industrial Park of Renton, Division 1, as monumented on
the ground.
Containing 1.3 acres, more or less.
Situate in Renton, Washington.
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ALGGN6IEN 'MAP
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7'S 40 57�58. OF BLOCK 2.3
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40' 'EAR</NGTON GARDENS
I 2 ADDN. O/V N0.1
44 1104 /7 of FLArS, PS-74.
o in RECORDS Of YYVS COUNTY.
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SCALE:/"-4O" , J a FOR '?/Gki"r of WAY
ACQU/S/T/ON OF
a Q SHADED PORT/ON
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V
R E F E R E N C E: RECORO of SURVEY• R, ^CRD/n/G No.
✓G,R;_S::"t,: p: CLIENT CITY of RENTON
D N'NBOJ.N'VjAPPfl KRG. flCALE 1"-40 0ATEJbLY8/ SEC 19 ` QjNNFI ST F NO '7
—i _� _ 9154
79154
July 29, 1961
LEGAL DESCRIPTION
For Right-cf-Way Acquisition
of Metro Industrial District, Inc. Property
A parcel of land being a portion of Lots 57 and 58, of Block 23 (vacated
October 10, 1939), of D. Hillman's "EARLINGTON GARDENS A00'N DIVISION
NO. 1", Volume 17 of Plats, page 74, records of King County, being a por-
tion of the Northeast (NE 1/4), of the Southwest quarter (SW' 1/4) of
Section 19, Township 23 North, Range 5 East, W.M., County of King, State of
Washington, more particularly described as follows:
Commencing at the Northwest corner of said Southwest quarter (SW 1/4);
THENCE South eighty-nine degrees forty-five minutes thirty-five seconds
East (S 89°45'35" E) along the north line of said Southwest quarter
(SW 114) a distance of one thousand twenty-eight and sixty-seven
one-hundredths (1,028.67) feet to the Northwest corner of said Northeast
quarter (NE 1/4); THENCE South one degree twenty minutes twenty-five
seconds West (S 01°20'25" W) along the west line of said Northeast quarter
(NE 1/4) a distance of one hundred twenty-one and ten one-hundredths
(121.10) feet to the centerline of S.W. 16th Street (formerly 4th Avenue;;
THENCE continuing South one degree twenty minutes twenty-five seconds West
(S 01020'25" W) along said west line, said line being the centerline of
Lind Avenue S.W., a distance of forty-six and fifty-nine one-hundredths
(46.59) feet to a line that is parallel with and forty-five (45) feet
southerly of the centerline of the FL-Line defined on the Washington State
Highway Commission Department of Highways horizontal alignment maps "JCT.
SSH 2-M TO JCT. PSH No. 2 IN RENTON", Sheet 3 of 10 sheets; THENCE North
eighty-nine degrees thirty-one minutes fifty-three seconds East
(N 89031'53" E) along said parallel line a distance of forty and four
one-huncredths (40.04) feet to a line parallel with and forty (40) feet
easterly of said west line, being the TRUE POINT OF BEGINNING; THENCE con-
tinuing North etyhty-nine degrees thirty-one minutes fifty-three seconds
East (N 89031'53" E) along a line parallel with said FL-line a distance of
fifty-three and twenty-nine one-hundredths (53.29) feet to a point or a
curve from which the center bears South zero degrees twenty-eight minutes
seven seconds East (S 00028'07" E), said curve having a radius of
fifty-five (55.00) feet; THENCE southwesterly along the arc of said curve
(through a central angle of eighty-eight degrees eleven minutes
twenty-eight seconds (88011126")) an arc distance of eighty-four and
sixty-six one-hundredths (84.66) feet to a lire parallel with and forty
(40) feet easterly of said west line; THENCE North one degree twenty
minutes twenty-five seconds East (N 01°20'25" E) along said parallel line a
distance of fifty-three and twenty-nine one-hundredths (53.29) feet to the
TRUE POINT OF BEGINNING.
Subject to easements of record.
Containing an area of ;ix hundred three (603) square feet.
See Exhibit "A" for map locatirq parcel.
R. GRec, - a
wa::
J
e
REFERENCE: RECORD of SURVEY RECORDING NO.
EXHIBIT A
FOR RIG 4T o{ WrY ACu WSMOW
OF SHADED PORT/ON OF PROPERTY
W
7 h
2 2
mom
_h N 89'•3' 35"N'
40 .0 I
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40
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S. W. 19 rH STREET J
9=3500
p
CORNER T".�06. 5 69.4847"f_975 07
-
1
N 89.48 47"W. .979 67'
See p 'p V L;NE of Me d. 91•09'12" �� V
DErA/L FRACT S W 4 R= 55 00 _ ti 30
of S W 4 L = 87 50'
NBB•39 35"W(R � U �
24 19 E L/NE OF F,Qq CT SY.'4No h
25 30 efS.v4 ao
CItENT CITY of RENTO
DWM BO-'Y. •VVF�t"Rv SC�lE 7•._J DBTEJULY8, SEC /9 T � '. RSe FILE NO 79/54
79154
July 29, 1981
LEGAL DESCRIPTION
For Right-of-May Acquisition
of Mildred M. Summers Property
A parcel of land being a portion of the North ninety (90) feet of the frac-
tional Southwest quarter (SW 1/4) of the Southwest quarter (Sw 1/4) of Sec-
tion 19. TOwnship 23 North, Range 5 Fast, W.M., Courty of King, State of
Washington, more particularly described as follows:
COmmenc ino at the Northwest corner of said Southwest quarter (SW 1/4);
THENCE South zero degrees forty-seven minutes forty-nine seconds West
distance of
(S tance 4of W') along the west line of said Southwest quarter (SW 114) a
one tnousand three hundred thirty and six one-hundredths
(1,330.06) feet to the Northwest corner of said fractional Southwest quar-
ter (SW 1/4) of said Southwest quarter (SW 1/4). said corner being the TRUE
POINT OF BEGINNING; THENCE South eighLv-nine degrees forty-eight minutes
forty-seven seconds East (S 89048,470 E) along the northerly line of said
fractional Southwest Quarter (SW 1/4) a distance of nine hundred
seventy-six and seven one-hundredths (976.�7) feet to a line that is paral-
lel with and forty (40) feet westerly of the east line of said fractional
Southv'est Quarter (SW 1/4); THENCE South One degree twenty minutes
twenty-five seconds West (S 01020125, W) alonQ said parallel line a dis-
tance of eighty-six and twelve one-hundredths (86.12) feet to a Point on a
curve from which tree center bears North eighty-eight degrees thirty-nine
minutes thirty-five seconds West (N E$'39'35" W) said curve having a radi-
us of fifty-five (55.00) feet; THENCE northwesterly alor: tr, arc of ,aid
curve (through a central angle of ninety-one degrees mire mir *as twelve
seconcs (9i°09'12")), ar an distance of eighty-seven and fifty
One-hundredths (87.5P, feet bi a line parallel with and thirty (30) feet
southerly of said north line; THENCE North eighty-nine degrees forty-eight
minutes forty-seven se.orus West (h 89°48'47" W) along said parallel line a
distance of nine hundred nineteen and sixty-seven one-hundredths (919.6I)
feet to the west lint Of said fractional Southwest quarter (SW 1/4); THENCE
North .ero degrees forty-seven minutes forty-nine Seconds East
(N 00047'49" E) along said west line a distance of thirty (3G.00) feet to
the TRUE POINT OF BEGINNING.
Subject to Easements of Record.
Containing a0 area of twenty nine thousand nine hundred ;fifty-four (29,954)
square feet.
See Exhibit "A" for mar lccatinq parcel.
t4r'll,Eti VIA
y
r
I
EXHIBIT A
FOR RIGHT of WAY ACQUISI r,ON .I OF SHADED PORT/ON
OG PROhERrY
SCALE 1"=100 O
W C D H/LLAAANS "EARL!A/OTON �' W
N GARDENS ADDN. - D1v. .Vc 1
Q ? VOL 17 of PLATS, P6 74 ,�„ J 0
PcCORDS Of KING COUNTY
0 LOTS PB P9
2 BLOCK 19 0yty
A- 91009''8 d •90°3551 Q _- �) h
- 5500 Rm5500 � Q Q
�}� L °d750' r4/NS of L '8691 (A W
E N4 -f•-W4 v0170' EMI �`�'
12 n/ 89.48 a7 WV 1190 08 /00 28
- . 1200.06 Sc a3 -�
59 90 _ _�- m,
9=BB°5048 :- 59°2403 , p0 Im
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SECT/ON 41tvE
N8_9° 51? 2� 33259
I �
REFERENCE: REcoPD of SURI/Sy-
1 1. CLIENT CITY of RENTON _
w9 J.. APPRKRq TSC-AIL L,=!:'I��DATEJDJ6. SEC r9 T 23ti-R C2 FILE NO 79�5•:
79154
July 29, 1981
LEGAL DESCRIPTION
For Right-of-Nay Acgr'rition
Parcel C-1 of Metro Industrial District, Inc. Property
A parcel of land being a portion of Lots 28 and 29, of Block 19 (vacated
October 16, 1939), of C. D. Hillman's "EARLINGTON GARDENS AOD'N DIVISION
NO. 1", Volume 17 of Plats, page 74, records of King County, being a por-
tion of the Northeast quarter (NE 1/4) of the Southwest quarter (SW 1/4) of
Section 19, Township 23 North, Range 5 East, W.M., County of King, State of
Washington, more particularly . escribed as follows:
Commencing at the Southeast corner of said Southwest quarter (SW 1/4)•
THENCE North one degree twenty-three minutes forty-three seconds East
(N 01°23'43" E) along the east line of said Southwest quarter (SW 1/4) a
distance of one thousand three hundred twenty-eight and nine one-hundredths
(1,328.09) feet to the Southeast corner of said Northeast quarter (NE 1/4);
THENCE North eighty-nine degrees forty-eight minutes forty-seven seconds
West (N 89048'47" W) along the south line of said Northeast quarter
(NE 1/4) a distance of one hundred and twenty-eight one-hundredths (100.28)
feet to the centerline of East Valley Road; THENCE continuing North
eighty-nine degrees forty-eight minutes forty-seven seconds West
(N 89048'47" W) along said south line a distance of fifty (50.00) feet to a
line parallel with and fifty (50) feet westerly of said centerline of East
Valley Road; THENCE North zero degrees twenty-four minutes thirty-seven
seconds West (N 00°24'37" W) along said parallel line a distance of thirty
(30.00) feet to a line parallel with and thirty (30) feet northerly of said
south line, being the TRUE POINT OF BEGINNING; THENCE North eighty-nine
degrees forty-eight minutes forty-seven seconds West (N 89948'47" W) alona
said parallel line a distance of fifty-five and fifty-eight one-hundredth,
(55.5p) feet to a point on a curve from which the center bears North zero
degrees eleven minutes thirteen seconds East (N 00011'13" E), said curve
having a radius of fifty-five (55.00) feet; THENCE northeasterly along the
arc of said curve (through a central angle of ninety degrees thirty-five
minutes fifty-one seconds (90°35'51")) an arc distance of eighty-six and
ninety-seven one-hundredths (86.97) feet to a line parallel with and fifty
(50) feet westerly of said centerline of East Valley Road; THENCE South
zero degrees twenty-four minutes thirty-seven seconds East (S 00°24'37" E)
along said parallel line a distance of fifty-five and fifty-eight
one-hundredths (55.58) feet to the TRUE POINT OF BEGINNING.
Subject to Easements of Record.
Containing an area of six hundred sixty-five (665) square feet.
See Exhibit "A" for map locating parcel.
r
F f ,
A
rLwyw�
EXHIBIT A
FOR R/G H, Of kl,14Y ACQuIS/r,•OV
OF SHADED NORr/ON
OF PROPERrr
I
(,i SCALE:llwoO O
IN CO H/LLMANS 'EARL/NGrON W
R GARDENS AODN. - O'V NO 1 - J
O VOL 17 of PLArS, PG 74 n J 0
Q Q FECOROS of KUVG COUNTY "" Q
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i
REFERENCE: RECORD of SUM VE Y- RECORD%:vG NO. ___
s "'E"T CITY Of RENTON
. `APPp I SCALE �0A*E -
- � A1Rtq_ __ 1 =�iQ JVLYBi15EC ;y TZj..PSc FILE NO
i
79154
July 29, 1981
LEGAL DESCRIPTION
For Right-of-Way Acquisition
of City of Renton Property
Parcel A-1
A parcel of land being a portion of Lots 31 and 32, of Block 4, of C. G.
Hillman's "EARLINGTON GARDENS ADD'N DIVISION NO. 1", Volume 17 of Plats,
page 74, records of King County, being in the Southeast quarter (SE 1/4),
of the Southwest quarter (SW 1/4) of Section 19, Township 23 North, Range 5
East, W.M., County of King, State of Washington, more particularly de-
scribed as follows:
Commencing at the Southeast corner of said Southwest quarter (SW 1/4);
THENCE North one degree twenty-three minutes forty-three seconds East
(N 01.23'43" E) along the east line of said Southwest quarter (SW 1/4) a
distance of one thousand three hundred twenty-eight and nine one-hundredths
(1,328.09) feet to the Northeast corner of said Southeast quarter (SE 1/4);
THENCE North eighty-nine degrees forty-eight minutes forty-seven seconds
West (N 89048'47" W) along the north line of said Southeast cuarter
(SE 1/4) a distance of one hundred and twenty-eight one-hundredths (100.28)
feet to the centerline of East Valley Road; THENCE continuing North
eighty-nine degrees forty-eight minutes forty-seven seconds West
(N 89.48'47" W) along said north line a distance of one thousand two hun-
dred and eight one-hundredths (1,200.08) feet to a line parallel with and
thirty (30) feet easterly of the west line of said Southeast quarter
(SE 1/4); THENCE South one degree twenty minutes twenty-five seconds West
(S 01°20125" W) along said parallel line a distance of thirty and one
one-hundredth (30.01) feet to a line parallel with and thirty (30) feet
southerly of said north line, being the TRUE POINT Of CEGINNING; THENCE
South eighty-nine degrees forty-eight minutes forty-seven seconds East
(S 89048'47" E) along said parallel line a distance of fifty-three and
ninety oce-hundredths (53.90) feet to a point on a curve from which the
center bears South zero degrees eleven minutes thirteen seconds West
(S 00011113" W), said curve having a radius of fifty-five (55.00) fret;
THENCE southwesterly along the arc of said curve (through a central engle
of eighty-eight degrees fifty minutes forty-eight seconds (88°50'48")) an
arc distance of eighty-five and twenty-nine one-hundredths (85.29) °eet to
a line parallel with and thirty (30) feet easterly of saitl west line;
THENCE North one degree twenty minutes twenty-five seconds East
(N 01°20'25" E) along said parallel line a distance of fifty-three and
ninety one-hundredths (53.90) feet to the TRUE POINT OF BEGINNING.
Subject to Easements of Record.
Containing an area of six hundred nineteen (619) square feet.
See Exhibit "A" for map locating parcel.
,14. Pp\ i a
t�,T `fit WASh.,
• a.
e c
•4 V.
REFERENCE: RECORD of SURVEY
RECORD/Nu NO.
EXHIBIT q
FOR 'Wo"T o{ WAY ACOU/S/TiON
OF SHADED FORT/ON O.c PROPERTY I
kJ W
Z Z
tilti
40' 120'
� IO
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ac �I R=35 00' S. W. 19 n+ S`Tx'EET v p
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7'POs S B9.4e•4See J p\1 " y19�6 7' —�04.
S� CORNER
OEr4ll Iwo Op �n
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_ 24 19 4 .87.50'
30
cw"B.OUNI. as ,P,6 scCLIE"T CITY of RENTON
c�
JU(Yg/ SEC 24 T 23A'S4E FlLE NO 79/S4
79154
July 29, 1981
LEGAL DESCRIPTION
For Right-of-May Acquisition
of Metro Industrial Dist., Inc. Property
A tarcel of land being the North thirty (30) feet o� the East forty (40)
feet of the Southeast quarter (SE 1/4), of the Southeast Quarter (SE 1/4))
cr section 24. Township 23 North, Range 4 East, W.M., County of KinS, State
of Washington, more particularly described as follows:
Commencing at the Northeast corner of said Southeast quarter (SE 1/4);
THENCE South zero degrees forty-seven minutes forty-nine seconds West
(S 00047*49" W) along the east line of said Southeast quarter (SE 114) a
distance of one thousand three hundred thirty and six one-hundredths
(1,330.06) feet to the Northeast corner of said Southeast quarter (SE 1/4),
of the Southeast quarter (SE 1/4), said corner being the TRUE POINT OF
BEGINNING; THENCE South zero degrees forty-seven minutes forty-nine
seconds West (S 00047'49" W) along the east line of said Southeast quarter
(SE 1/4) of the Southeast quarter (SE 1/4) a distance of thirty 1,30.00'
feet to a line that is parallel with and thirty (30) feet southerly of the
north line of said Southeast quarter (SE 1/4), of the Southeast Quarter
(SE 1/4); THENCE North eighty-seven degrees twenty-eight minutes eight
seconds West (N 87028'08" W) along said parallel line a distance of forty
and two one-hundredths (46.02) feet to a line that is parallel with and
forty (4 I eet westerly of said east line; THENCE North zero cegrees
forty-seven minutes forty-nine seconds East (N 00047'49" E) along said par-
allel line a distance of thirty and one one-hundredth (30.01) feet to said
north line; THENCE South eighty-seven degrees twenty-eight minutes eight
seconds East (S 87028'08" E) along said north line a distance of forty and
two one-hundredths (40.02) feet to the TRUE POINT OF BEGINNING.
Subject to Easements of Record.
Containinq an area of one thousand two hundred (1,200) square feet.
See Exhibit "A" for map locating parcel.
q4 WAS,
ICJ< <.
I
EXHIBIT A
^0R R!GHT of v,,4r ACgL//S/r/ON
OF SHADE/? PORTION
OF PROPERTY
SCALE /'WOO V
11)
1 ; ti CON/LL Q W AAANS "EARL//+GTON GARDCNS AOON - D/✓ NO / ' d V
VOL 17 of PLATS, PG 74 IN .I 0
RECORDS of K/NG COUNT✓ SO
Q o NI j 2
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y u_ 97909'/2'" d•90 °3551 ? fn
R= 55 00 L 55 00 i o ItQ '
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1200 OB / R — -i —_—_
/ F s 53 SICNL/NE Of A3 30 00'
f 7. SE a of SW J --'� �}p
-FG`5✓a8 -E9°24' J� 7 T.R09
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w S. W. 19 rN ST5 a2 --
�' S89°35'23 m"? z
i - LOTS1 ¢ 2
BLOCK G `
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89° 52 00'.'.� c33255
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41 FCRENCE: PECO+'DofSURVE✓- RE
CLIENT CITY of RENTON
':C A,(,,..,OC,OATE, d; ;SfC '9 T 23-,"5c FILF NO 70'5.'j
79154
July 29, 1981
LEGAL DESCRIPTION
For Right-of-Way Acouisition
of Metro Industrial District, Inc. Property
Parcel D-1
A parcel of land being a portion of Lots 1 and 2, of Block 6, of C. D
Hillman's "EARLINGTON GARDENS ADD'N DIVISION NO. 1", Volume 17 of Plats,
page 74, records of King County, being a portion of the Southeast quarter
(SE 1/4), of the Southwest quarter (SW 1/4) of Section 19, Township 23
North, Range 5 East, W.M., County of King. State of Washington, more
particularly described as follows:
Commencing at the Southeast corner of said Southwest quarter (SW 1/4)•
THENCE Korth one degree twenty-three minutes forty-three seconds East
(N 01"23'43" E) along the east line of said Southwest quarter (SW 1/4) a
distance of one thousand three hundren twenty-eight and nine one-hundredths
(1,328.09) feet to the Northeast corner of said Southeast quarter (SE 1/4);
THENCE North eighty-nine degrees forty-eight minutes forty-seven seconds
West (N 89048'47" W) along the north line of said Southeast quarter
(SE 1/4) a distance of one hundred and twenty-eight one-hundredths (100.28)
feet to the centerline of East Valley Road; THENCE continuing North
eighty-nine degrees forty-eight minutes forty-seven seconds West
(N 89048'47" W) along said north line a distance of fifty (50.00) feet to a
line parallel with and fifty (50) feet westerly of said centerline of East
Valley Roan; THENCE Soutc zero degrees twenty-four minutes thirty-seven
ser,nds East (S 00"24'37" E) along said parallel line a distance of thirty
(, 1) feet to a line parallel with and thirty (30) feet southerly o, sat
north line, bei.ig the TpUE POINT OF BEGINNINu; THENCE continuing South zero
degrees twenty-four minutes thirty-seven seconds East (S 00024'37" E) along
a line parallel with said centerline a distance of fifty-four and
forty-three one-hundredths (54.43) feet to a point on a curve from which
the center bears South eighty-nine degrees thirty-five minutes twenty-three
seconds West (S 89°35'23" W), said curve having a radius of fty-five
(56.00) feet; THENCE northwesterly along the arc of said curve ith.ough a
central angle of eighty-nine degrees t.tenty-four minutes nine seconds
(89024109")) an arc distance of eighty-five and ei,itity-two one-hundredths
(85.82) feet to a line parallel with and thirty (3C: feet southerly of Said
north line; THENCE South eighty-nine degrees forty-eight minutes
forty seven seconds fast (S 89048'47" E) along said parallel line a dis-
tance of fifty-four (,a forty-three one-hundredths (54.43) feet to the TRUE
POINT OF BEGINNING.
Subject to Easements of Record.
Containing an area of six hundred thirty-four (634) square feet.
See Exhibit "A" for map locating parcel.
is
4}
fa .,1 V�.a�.•d..
�'YAL i1�;vf
ENDING
OF FILE
FILE �� Pro 2
LTD 31tk
C. Q & N, HWY .
Ge„e�r.Y1 �/w
CITY OF RENTON CALL FOR BIDS
Sealed bids will be received until 2:00 p.m. , at the
City Clerk's office and will be opened and publicly read in the 4th Floor
Conference Room, Renton Municipal Building, 200 Mill Ave. South.
"he work to be performed under this contract shall include:
The City reserves the right to reject any and/or all bids and to waive any
and/or all informalities.
Approved plans and specifications and form of contract documents r.ay be obtained
at the Public Works Department office at the Renton Municipal Building for a
deposit of $ each set plus f to cover postage, if mailed. The
deposit will be refunded upon return of the Plans and Specifications in good
condition within thirty days after'bid opening. The mailing charge will not
be refunded.
A certified check or bid bond in the amount of five (S) percent of the total
amount of each bid must accompany each bid.
The City's Fair Practices and Non-Discrimination Policies shall apply.
Delores A. plead, City Clerk
Published:
,I
1 CITY OF RENTON
l Burnett Avenue South
i Scath 4th Street to South 7th Street
SCOPE OF WORK
The work involved under the terms of this contract document shall be the full and
complete installation of the facilities required for the improvement of Bu^nett
Avenue South from South 4th Street to South 7th Street to include, but not limited
to, storm drainage, curb and gutter, sidewalk, illumination, landscaping and
complete restoration of all surface material so as to not be a visible 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,
1 County and City codes or regulations applicable to such work.
i
1
i
k
I
i
i
i
1
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 2:00 o'clock p.m.,
on the date specified 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 show on toe 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 right
to add or to elit,inate portions of that work as deemed necessary.
). Plans may be exa eined and copies obtained at the Public Works Department
Office. Bidders sh,li satisfy themselves as to the local conditions by
Inspection of the sit-•.
a. The bid price or any item must include the performance of all work
necessary for c—pletio•� 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.
b. The Tight is resc.ved to reject any and/or all bids and to waive inform-
alities if It is deemed advantageous to he City to do so.
I. A certified check or satisfactory bid bond made payable without reservation
to the Director_ of Finance of the City of Renton in an amount not less than
5% of the tonal amoune of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessful bidders ir..-.ediately follewinR 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, nr
refuse to do so, the check shall be forfeited to tie City of Renton as
liquidated damage for such failure.
c.. All bids must he stilt-explanatory. No opportunity will be offered for oral
explanA-Ion except as the City may regaest further Information on particular
points.
9. The bidder shall, upon request, furnish infornation to the City as to his
financial a+d practical ability to satisfactorily perform the work.
10. Payment `.or this work will be made in Cash Warrants.
90IRIT "A"
rITY OF RENTON
SIIMMARf OF PAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 2340
The policy of the City of Penton is to promote and afford equal
treatment and service to all citizens and to assure equal employ_
lent opportunity to all persons regardless of race; :reed; color;
ethnicity; national origin; sea; the presence of a non-job-rotated
Physical, sensory, or msntaZ handicap; ago; or marital status.
This policy shall be based on the principles of equal employment
opportunity and affirmative action guidelines as set forth in
fedsra Z, state and local laws. All departments of the City of
Renton sha7Z adhere to the following guide limes:
rZ1 EMPLOYMENT PRACTICES - All aetivi:ies relating to <mpSpy_
ment se as rieruiimec:1 se ie Orion, pro+.otion, termination
and training sha ZZ be conducted in a non-discrimi,atcry
manner. Personnel decisions wili be based on individual
performance, staffing requirements, and in accordance
with gcaerning Civil Service Laws and the agraemcnt
between the City of Fenton and the Washington State
Coum Ci: of County and City Employees.
ill CCLPE.RATION WITR RUMAN RIGHTS CFGANI:ACICRS - The City of
Renton Will cooperate u y vts -a crcantza ti otta and
commissions organised tc Promote fair -r:atices and equal
cpportunity in emplcymen:.
f3) AFFIFu,ATIVE ACTION PFOGPAM - The C ,f E+nton,A!firmative
Actton Program Wt I �fe ��main Lain¢d
t- racilitate equitable
representation within the City workforce and to assure
equaZ e-p:oyment cpportunity to ail. t shah be the
resicr.sibility and duty of all Ciry cffi cis Le and amp Zouees
:o carry out the policies, guidelinee ar.d ecrrect,vc
measure$ as set forth Sy this pregra Corrective
employment programs may be
eetat Ziahcd b_u :he Mayor on
£he reccmmendati On of an Affirmative Action CO mmi trot for
.hoae departmente in which a pru:cetcd class of empioycss
to under-represented.
'(i CCNTHACTOPS' 08L:. ATICN - Ccntrectore, subcontractor@ and
euppZiu rs eoneuating bob ut it tee with t%' City of Renton
sha ZZ affirm and oubecribs to the Fair Practices and Non-
Discrimina.ion policies sat forth by Zaw and in the
Affirmative Aeticn Prcpram.
,epics Of:nit p.iicy shall to distributed t Ji ty smp Zcuese,
ehal: appear in all ,;jeratizn,l do conxnta:i,n cf the City, ice Zuding
bid cal::, and ah-:Z be prominently diePlayed in appropriate City
faat:i[iea.
CON:, FED IN bu .he City Council of the City cf Penton, Washington,
this tad day of _ lone 298C.
CITY SF PEV"'Nr PF..57C': 077Y CCZ'NCIL:
Ccuac:l irce:?ent
Attest:
Issued: July 10, 1972
Revised: February 3, 1976
-nev:sed: Jane 2, 1990
C tY 'lerk '
CERTIFICATION by PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REOARDINO EQUAL E!iPlgy;,ENT OPeORTU;I
Fame O Pr:rw Con{recto[ _-"
reject Nome
INSTRUCTIONS (6
This certification is required pursuant to Federal Executive Order 11216. The implementing roles and
regulations provide that any bidder or prospective contractor, or any of their proposed subcontractor
and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it h
participat..I in any previous contract or subcontract subject to the equal opportunity clause; and, if
so. whether it has filed all compliance reports due under applicable instructions.
Me City has heretofore adopted Resolution 2340 under date of dine 2, 1990, amending a 'Fair Practice
Policy,• as implemented by an *Affirmative Action Program' therein anendinq the policy of the City of
Renton to promote and afford equal treatment and service to all citizens and to assure equal employee
opportunity based on ability and fitness to all persons regardless of race: creed; color; ethnicity,
national origin; sex; the present* of a non-job-related physical, sensory or mental handicap; one or
"tire, status. This policy shall likewise apply to all contractors, subcontractors and suppliers
conducting business with the City of Renton who in turn shall affirm and subscribe to said practices
and Policies. The aforementioned provisions shall not apply to contracts or subcontracts for standar
commercial suppliers or raw materials or firms or Organisations with less than eight employees or
contracts of less than $10,000 business per annum with the City.
When the Contractor/SubOcntractor/supplier (hereinafter referred to as the Contractor) is zequired by
the City of Penton to submit an Affirmative Action Plan, the minimum acceptable prrcentage of minorit
employment will be that percentage which is currently listed in "Appendix I• (City of Renton Ooa is Timetables) in the published City of Penton Affirmative Action Program, i.e. 9.14. This Program is
available for review at the Municipal Building.
The undersigned contractor therefore covenants, stipulates and aqrees that during the performance of
this contract he will not discriminate against any person in hiring, promoting, discharging, compen-
sating or any other term or condition of employment, by reason of such person's status, reference
the (11) categories listed in per&. 2 abov
Contractor further across that he will take affirmative and continuous action to insure full complian
with such policy and program in all respects; it being strictly understood and agreed that failure to
comply with any of the terre of said provisions shall be and constitute a a.aterial breach of co ch is
ntract.
Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and al
nformetion and reports required by the City to determine whether full tompl is nee has been nade by th contractor with said policy and program and contractor will permit access to his books, recur is and
acrounts by the City for the purpose of invectigat ion to ascertain such compliance.
Contractor further acknowledges that he has received a true and complete copy of the City's 'Fait
Practices Policy.•
Fpnt[a C4 t�eOti ncation A [
CERTIFICATION BY, COh`IRACTOR __ or SUBCONTRACTOR or SUPPLIER
NAME: — —
ADDRESS:
REPRESENTATIVES:
TITLE: _ YNONE:
1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject
to the Equal Opportunity Clause: _Yes _No
2. Compliance reports were required to be filled in connocti^- with euih
__Yes _No contract or avbeentrnete
I. Contractor/Subcontractor/Supplier has filed all compliance reports due under application
instructions: _Yes _No
4. If answer to item 3 is 'No•, please explain in detail on reverse side of this certification.
CERTIFICATION: The infernation above is true and complete to the best of my knowledge and belief.
e:nrue an Tic e o -igner cease tyye or print —'
_- � — Cate
Reviewed by City Authority: Date:
Rev, e;w-eo ._--
CERTIFICATION OF EQUAL DIPLOYMENT OPPORTUNITY REPORT
v/
Certification with regard to the Performance of Previous Contras orb-
contracts subject to the Equal Opportunity Clause and the filing of Required
Reports.
The bidder proposed subcontractor hereby certifies that he has
has participated in a previous contract or subcontract subject to the
equal opportunity clause, as required by Executive Orders 10925, M 14 or
11246, and that he has , has not , filed with the Joint Reporting
Committee the Director of 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.
By:
(Title
Date:
Note: The above certification is ^equired by the Equal Employment Opportunity
kegulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), 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 60-1.5. (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
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontract subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents
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 Contact
Compliance, U.S. Department of Labor.
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific statement:
a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"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."
Company Date
BY:
title
OR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
Company Date
BY: — — ---
Title
OR LJ c) It is hereby certified that 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 Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
Company Date
BY: _
Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (5) working days 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 award, and
it will include:
1) Present utilization of Minorities and Females by Job Classif9catioa,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization.
Company Date
BY:
Title
Rev. 9/9/75
Rev. 10/80
PARTICIPATION CERTIFICATION:
MINORITY BUSINESS ENTERPRISES (MBE) `
and
WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE)
(BUSINESSES OWNED AND OPERATED BY WOMEN)
The Contractor agrees to use his best efforts to carry out a policy in the award
_ of his subcontracts, agent agreements and procurement contracts to the fullest
extent to utilize minority business enterprises consistent with the efficient
performance of this contract. As used in this contract, the term "minority
business enterprise" means a business, at least 50 percent of which is owned by
minority group members or, in the case of publicly owned businesses, at least
51 percent of the stock of which is owned by minority members. For the purpose
of this definition, minority group members are Women, Negroes, Spanish Speaking
Surnames American persons, American Orientals, American Indians, American
Eskimos and American Aleuts. The City will consider sworn affidavits presented
by subcontractors in advance of contract award as one means of establishing
minority status in accordance with criteria cited above.
To 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 shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
Certifies that:
Nine of Bidder(s)
(a) it (does) (does ,tot) intend to sublet a portion of the contract work and
(has) (has not) taken affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
(b) the contacts ride 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.)
`BE Min. Or. WISE
1.
(Name of Firm, Bid Item, Results of Contacts)
2. ❑ __.— ❑
3. _ ❑ ❑,,
5.
Mr./Ms. has been designated as
the liaison officer for the administration. of the minorir business enterprise
pro,ram for this firm.
NON-COLLUSION AFFIDAVIT
STATE OF WASHINGT% )
COUNTY OF ) SS
being duly sworn, deposes and says, that he is the identical person
who submitted the foregoing proposal or bid, and that such bid is
genuine and not sham or collusive or rmde in the interest or on
behalf of any person not therein named, and further, that the
deponent has not directly induced or solicited any other Bidder on
the foregoing work or equipment to put in a sham bid, or any other
person or corporation to refrain from bidding, and that deponent has
not in any manner sought by collusion to secure to himself or to any
other person any advantage over other Bidder or Bidders.
SIGN HERE:
Subscribed aed sworn before me this _ day of
19
46, ryPu Dl is in and for the State of
residing at
._.-----------— -herein,
CERTIFICATION RE: ASSIGNMENT OF
ANTITRUST CLAIMS TO PURCHASER
TO THE CITY OF RENTON
RENTON, WASHINGTON:
Vendor and purchaser recognize that in actual econcnic practice
overcharges resulting from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby assigns
to purchaser any and all claims for such overcharges as to goods
anO materials purchased in connection with this order or contract,
except as to overcharges resulting from antitrust violations
cormercing after the date of the bid, quotation, or other event
establishing the price under this order or contract. In addition,
vendor warrants and represents that each of his suppliers and
subcontractors shall assign any and all such clairs to purchaser,
subject to the aforementioned exception.
-----'---^-- —------------'--
--f ame o r�oUect
'--" --dame of bidder s�r`m�
Si--nature of A'uthorizedTepresentative of Bidder���
Date - ----._.—_.-------
4
MINIMUM GAGE AFFIDAVIT FORM
City of Renton
ss
COUNTY OF
I, the undersigned, having been duly sworn, deposed, say and certify
that in connection with the performance of the work of this project,
' I will pay each classification of laborer, workman, or mechanic
employed in the performance of such work; not less than the prevailing
rate of wage or not less than the minimum rate of wages as specified
in the principal contract; that I have read the above and foregoing
statement and certificate, know the contents thereof and the
substance as set forth therein is true to my knowledge and belief.
CONT-ACTN
Subscribed and sworn to before me on this day of
Notary Public in and for the State
of Washington
Residing at
BID BOND FORM ve&
Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of E which amount is 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
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.
SIGNEO, SEALED AND DATED THIS DAY OF 19
nncipa
Surety
19
Received return of deposit in the sum of E
PROPOSAL
TO THE CITY OF RENTON
RENTON. WASHINGTON
Gentlemen:
The undersigned hereby certif_ that _ has examined the site of the
proposed work and ha_ read and thoroughly understand_ the plans,
specifications and contract governing the work embraced in this improvement,
and the method 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 can 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 'tems, all
extensions, and total amount of
bid should be shown. Show unit
prices both in writing and in
figures.)
Signature
Address _
Names of Members of Partnership:
-- - OR —
Name of President of Corporation
Name of Secretary of Corporation
Corporation Organized under the laws of
With Main Office in State of Washington at
PROPOSED SCHEDULES FOR CITY OF RENTON LD 314
SCHEDULE A IMPROVEMENTS ALONG EAST VALLEY ROAD FORM 41ST STREET TO P9
A-1 STREET AND DRAINAGE IMPROVEMENTS
A-2 WATER SYSTEM IMPROVEMENTS
A-3 ILLUMINATION IMPROVEMENTS
SCHEDULE B IMPROVEMENTS ALONG EAST VALLEY ROAD FROM P9 TO S.W. 16TH STREET
S.Y. 16TH STREET FROM LIND AVE. TO E.V. RD.
S.Y. 19TH STREET FROM RAYMON" TO E.V. RD.
S.N. 27TH STREET FROM VALLEY PNWY. TO E.V.RD.
B-1 STREET AND DRAINAGE IMPROVEMENTS
B-2 WATER SYSTEM IMPROVEMENTS
B-3 SANITARY SEWER IMPROVEMENTS
B-4 ILLUMINATION IMPROVEMENTS
B-5 SIGNALIZATION (LIND AVE. AND S.W. t6TH)
SCHEDULE C OFFSI'E DRAINAGE IMPROVEMENTS : CHANNEL ALONG SR167
P9 CHANNEL FROM E.V. RD. TO LIND
BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned
as principal, and corpo-ation organize
and existing under the laws of the State of as a suret
corporation, and qualified under the laws of the State of Washington to
become surety upon bonds of contractors with municipal corporations, as
-surety are jointly and severally held and firmly bound to the City of
Renton in the penal sum of S for the payment of
which sum on demand we bind ourselves and ou, successors, heirs, adminis-
trators or personal representatives, as the ca-e may be.
This obligation is entered into in pursuance of the statutes of the State
of Washington, 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 providin
for
(which contract is referred to herein and is made a part hereof as though
attached hereto), and
WHEREAS, the said principal has 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 said
shall faithfully perform all of the provisions of said contract in the
manner and within the time therein set forth, or within such exte;_2ons of
time as may be granted under said contract, and shall pay all ),.borers,
mechanics, subcontractors and material, men, and all persons .ho shall
supply said principal or subcontractors with pro-isions and suppplies for
the carrying on of said work, and shall hold said City of Renton harmless
from dny loss or damage occasioned to any person or property by reason of
any carelessness or negligence on the part of said principal, or any sub-
contractor in the performance of said work, and shall indemnify and hold
the City of Renton harmless from any damage or expense by reason of failur
of performance as .specified in said contract or from defects appearing or
developing in the material or workmanship provided or performed 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
otherwise it shall be and r,,main in full force and effect.
APPROVED as to legality:
Approved: -'
1of7
CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this ^ day of 19__
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 rs "CONTRACTOR
WITNESSETH:
1) The Contractor shall within the time stipulated, (to-wit: within
working days from date of commencement hereof as required by the G_ntract,
of which this agreement is a component part) perfam a" the w;-F and
services required to be performed, and provide and furnish al 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 ccnnection with the City's Project (identified as No.
for irprovement by construction and installation of:
All the foregoing shall be timely performed, furni>hed, constructed,
installed and completed in strict conformity wl :.,e plans and spec-
ifications. 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 the• over. It is
further agreed and stipulated that all of said labor, . terials,
appliances, machines, tools, equipment and services shall be furnished
Ccntracts Other Than Federal-Aid FHWA 2 of
and the construction installation performed and completed to the
satisfaction and the appro,•l of the City's Public Works Director a,
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 acceptance 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) General Conditions
e) Specifications
f) Maps and Plans
g) Bid
h) Advertisement for Bids
i) Special Contract Provisions, if any
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 within such tire, or if the Contractor
shall ,e 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 insolvency, or if he or any of his
Contracts Other Than Federal-Aid FNMA 3 of 7
subcontractors should violate any of the provisions of this Contract,
the City nay then serve written notice upon him and his surety 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 (lu) day period, cease and terminate in every
respect. In the event of any such termination, the City shall immediately
serve written notice thereof upon the surety and the Contractor and the
surety shall have the right to take over and perforn. the Contract,
provided, however, that if the surety within fifteen j15) days after
the serving upon it of such notice of termination does not perform the
Contact 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 completion
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 he
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 , operties belonging to the Contractor as may be on site of
the protect and useful therein.
6) The 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 FH'dA 4 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 damag to property arising from or out of any occurrence,
omission or a.tivity upon, on or about the premises worked upon or in
any way relatiig to this Contract. This hold harmless and indemnification
provision shall likewise apply for or on account of any patented or un-
patented 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 held 'he 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
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,
provisions and agreements hereunder.
6) Any notice from 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
5 of 7
Contracts Other Than Federal-Aid FHMA
notice as heretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail, postage prepaid,
certified or registered mail.
7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
full performance of the Contract not later than 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
as liquidated damages (and not as a penalty) for each such day, which
shall be paid by the Contractor to the City.
8) Neither the final certificate of payment 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 respon.ibility for faulty materials or workmanship,
The Contra,-tor shall be under the duty to remedy any defects in the
work 4 pay for any damage to other work resulting therefrom which
shall appear within the period of one (1) year from the date of final
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
Contracts Other Than Federal-Aid FHWA 6 of 7
obligated to take immediate steps to cor•ect and remedy any such defect,
fault or breach at the sole cost and expens^ of Contractor.
9) The Contractor and ea:h subcontractor, if any, shall submit to the
City such schedules of quantities and costs, progress schedules, payrolls,
reports, estimates, record, and miscellaneous data pertaining to the
Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bends as security for the
faithful performance of the Contract, including the payment of all
persons and firm: performing labor on the construction project order
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 Pardgrac+, 11. The surety or sureties on such bond or bonds must be
duly licensed as a surety in the State of Washington.
17) The total amount of this contract is the sum of
which includes Washington
State Sales Tax. Payments will be made to Contractor as specified in the
"general conditions" of this Contract
Contracts Other Than Federal-Aid FHWA 7 of 7
IN WITNESS WHEREOF, the C s caused these presents to to 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
Pre s il' —'dent Parf^er ii;ner —
ATTEST:
Secretary _pity Clerk
d/b/a
irm Name
Individual_ Partnership _
Corporation _ A Corporation
fncc—
State o -ration
Atten'ion:
If business is a CORPORATION, name of the corporation should be listed in
full and toth President and Secretary must Sion the contract, OR if one
signature is permitted by corporation by-laws, a copy of the b,-laws shall
be furnished to th„ city and made a part of the contract document.
If business is a PARTNERSHIP, full name of each partner should be listed
followed by d/b/a (doing business as) and firm or trade name; any one partner
may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the nar,e of the comer should
appear followed by d/b/a and name of the company.
CONTRACTOE/SUBCONTRACTOR `T Y rJ
MONTHLY MANPOWER UTILIZATION REPORT �' REPORTING PERIOD
L' � `� 1 Month: Year:
.c be submitted to the City's project Goals and Timetables as committed
Engineer during the lat a+emk of follows r
J.. L1 in Contractor's Aff.t,Dative
—nth while contract is in progress. Prime "ti T Action Plan
.ontractor is responsible for obtaining and —�
5-bmittinq all Subcontractor Pe2orts. or per City's Plan _ 9.1 }
To: (Name and location of Coopllance Aaenq ampt.I Frog: (Ease and location of cont[at[or) -
This report is required by Executive Or er 11246, Section 203. Failure to report can
result iv sanctions which include suspension, termination, cancellations or d )a anent of
contract.
.. z. 1.
"• 1f 5 b.
m Sno- Total iota:
York Noun of Eaylcymett (See too:rota) city number wmt e:
71 a• •• <. • • • Nm Gf 01
ml of rortt Eayby.
C cvpaq.'a Farm (:.i,i 'ram fie&- 'ot• Bla.k His. ar. As tan/ .oL3 total
t ion• yawl. ;edian heL^.e mt- Emyloy- see
C �
A
r-
A
Tr
r .a•
A.
c y 4
a,
.,E
AD
Tr
Tr
T[ _
' :cnyagf Cfti cla 7 s .,ta nature an a 7 ;:ate�51,, - -
..._..._r Area :. .e.
*Males f Fe:aales, Cinorities a son-m_norit:es)
d'J (Submittal Requirements C City's Goals%;ix-_lea) rage
RE UIREMENTS FOR THE PREVENTION CF ENVIRONMENTAL
POL CES
In accordant^ with the provisions of Chapter C2, Laws of 1973,
H.B. 621, the Contractor shall secure any permits or licenses
required by, and comply fully with all provisions of the follow-
ing laws, ordinances, and resolitions:
KK�i�nn County Ordinance No. 1s27 requires Building and Land
Deve opment D=vision an iy raulics Jivision review of grading
and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design stand-
ards to be incorporated into pr0Ject design by Engineering
Services. Review by Hydraulics Division.
Kin Count Ordinance No. 800, No. 900 No. 1006 and Resolution
o. o. o. o. an No. if cad
in King County odes zt es an 0 are provisions for disposi-
t ' i of refuse and litter in a licensed disposal site and pro-
i,de penalties for failure to comply. Review by Division of
Solid Waste.
Puget Sound Air Pollution Control Agency Regulation I : A regu-
laiion to contro t e emissTon o air contaminants -Ticm all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King, Pierce, Snohomish, and Citsap Counties) in
accordance with the Washington Clean Air Act, R.C.W. 70.94.
WASHINGTON STATF CEPARTMENT OF ECOLOGY
W.A.C. 18.02: Requires operators of stationary soirees of air
contaminants to maintain records of emissions, periodically re-
port to the State information concerning these emissions from
his operations, and to make such information available to the
public. See Puget Sound Pollution Control Agency Regulation 1.
R.C.W. 90.48: Enacted to maintain the highest possible standards
to ensure tTie purity of all water of the State consistent with
public health and public enjoyment thereof, the propagation and
protecting of wildlife, birds, game, fish, and other aquatic
life, and the industrial development of the State, and to that
end require the use of all known available and reasonable methods
by industries and others to prevent and control the pollution of
the waters of the State of Washington. It is unlawful to throw,
drain, rur, or otherwise discharge into any of the water of this
State any organic or inorganic matter that shall cause or tend
to cause pollution of such waters. The law also provides for
civil penalties of SS,000/day for each violation.
R.C.W. 70.95: Establishes uniform statewide program for handling
so il-' wastes which will prevent land, air and water pollution.
Makes it unlawful to dump or deposit solid wastes onto or under
the surface of the ground or into the waters of this State except
at a solid waste disposal site for which there is a valid permit.
NASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.N. 76.04,370: Pr_videsfor abatement of additional _
ar 11115 up^n which there is forest debris) and extremf� re ha
hazard (areas of additional fire hazard near building, roads,
campgrounds , and school grounds) . The owner and/or person respons-
ible is fully liable in the event a fire starts or spreads on
property on which an extreme fire hazard exists.
R.C.h'. 76.04.010: Defines terms relating to the suppression or
a atement st fires or forest fire cond
o fore itions.
R.C.t. 70.94.660: Provides for issuance of burning permits for
a a ri�b'� ng or prevention of forest fire hazards, i
silvicultural operations. nstruction or
R.C.p'. 76-04 310: Stipulates that everyone clearing land or
cc eearzng rig t-of-way shall pile and burn or dispose of by other
satisfactory means, all forest debris cut thereon, as rapidly as
the clearing or cutting progresses , or at such other times as the
burning permits.
department may specify, and in compliance with the law requiring
R-
76.44 : Laws governing surface mining (including sand,
graveI--Stone, and earth from borrow pits) which provide for fees
and permits, plan or operation, reclamation plan, bonding, and
inspection of operations.
W.A.C. 312-IR: Delineates ali requirements for surface mined
lanl rec amation.
W.
to al 332-24: Codifies requirements of R.C.W. 76.p4 pertaining
to and clearing and burning,
U_S. ARMY CORPS ENGINEERS
Section 1 of the River and Harbor Act of June 13, 1902: Author-
izes Secretary omy a❑ .orps o ,ngtneers to tssue permits to
any pers� c or corporation desiring to improve an
river at < .eir own expense and risk upon approvalyofatheaple
specifications. plans and
Section 404 of the Federal iiater Pollution Control Act P
tat gl6s: Autt orizes tTie�ecretar o , acting
L92-S00
ttroog7i—t e' orps of Engineers, to issue �� 4imy' acting
of dredged or fill material into the navigabletwaters for tat discharge
disposal sites. Permits may be denied if specified
discharge will have adverse effects on it is determined that suc
shell fish beds and fishery area, and w. -dlifIcieaorwrecreatiater onalsarea
MISCELLANEOUS FEDERAL_LEGISLATIQN
Section 13 :,f the River and Harbor Act a�waters
Lnat zsc ar e o re{-'— Proved March 3, 1R99:
waters i. p�^ g_— f use wzL�ut a permit Into navigable
s rohibited. Violation is unishable by fine. An
zen may file a complaint with the U. S. At and share a citi-
tion of the fine. per-
-2-
PERMITS RE(LIRED FOR THE PROJECT ARE AS FOLLOWS: X
KING COUNTY BUILDING AND LA14D DEVELOPMENT DIVISION
King 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 ;.rovides 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 Nana ement Act 1971 requires a permit for construction
on tate s ore Ines. ermlt acquired by Public Works and reviewed
by Building and Land Development Division.
Kin Count Ordinance No. 1488 requires 9 permit for grading, land
except onaCountytrightmofnga quarrying and mining operations
ment Division, Y Review by Fuilding and Land Develop-
W'ASHINGTON STATE. DEPARTMENT OF FISHERIES AND CA6!E
Chapter 112, Laws of 1949: Requires hydraulics permit on certain
projects. (King ounty�epartment of Public Works will obtain.)
WASHINGTON STATE DEPARTMENT OF ECOLOGY
Pt..q,C. 173.220: Requires a National Pollutant Discharge Elimination
system G permit before discharge of
source into the navigable waters of the StattelofaWashington,point
W.A.C. _372.24: Permit to discharge commercia- or industrial waste
waters Into�tate surface or ground water (such as gravel washing ,
pit operations, or an/ operation which results in a discharge
which contains turbidity.)
W'.A.C. 508-12-100: Requires permit to use surface water.
W.A.C. 508-12-190: Requires that changes to permits for water use
5e revteweT_'Fy tFe 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.q.C. 508-12-220: Requires permit to use ground water.
W.A.C. 508-12. 260: Requires permit to construct reser,eir for
water storage.
W.A.C. 508-12.280: Requires permit to construct storage dam.
W.A.C. 508-60: Requires permit to construct in State flood
contro :one. King County Public Works secures one for design.
Contractor secures one for his operation (false work design, etc.) .
-3-
PERMITS REQUIRED FOR IF
IE PROJECT - Continued
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. )6.04.150: 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 under the provisions of R.C.W, 76.04.150,
76,04.170, 76.04. 180, and 70.94 due to exteme fire weather or to
prevent restriction Of visibility and excessive air pollution..
R.C.W. 76,08.030: Cutting permit required before cutting merchant-
aa e rim er.
R.C.W. )6,08. 275: Operating permit required before operating
power a--—q�ipment"in dead or down timber.
R.C.W. 78.44. 080: Requires permit for any surface mining opera-
tion inc u ing sand, gravel, stone, and earth from borrow pits).
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March 3 1899: Requires
permit or constzucri on otEer t an rz ges, s_eIJ7 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, 52.28.030, 52. 28.040, 52. 28,050:
r es aut ority ort iequiretents o a pe__Ft
ies oz ailure
to secure a fire permit for building an open fire within a fire
Protection distract.
UNITED STATES COAST GUARD
Section 9 of River and Harbor .Act of March 3, 1899 General Erid e
Act o March 23, 1 0 , an General d-e Act o -Td�6 as amende
August-2- 95_: equines a permit or construction o ri ge vn
navigable 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() (2 iii of �ReAu!l�ation I: Request for verifica-
tion of popu ation ensity. ontC ractor should be sure his opera-
tions are in compliance with Regulation 1 , particularly Section
9.OZ (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
ENYIROMMENTAL PROTECTION AGENCY
Title 40, Chapter Ic, Part 61 : Requires that the Environmental
T�rotectton Agency�notiti7 5 days prior to the demolition of
any structure containing asbestos material (excluding residenti,
structures having fewer than S 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 inspect`on at the Office of the Direct3r of Public
Works, 900 King County Administration 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
and no additional compensation shall be made.
All permits will be available at construction site.
5-
A.P.W.A. STANDARD SPECIFICATIONS
The Standard Specifications for Municipal Public Works Construction
I977 Edition prepared by the Washington State Chapter of the American
Public Works Association, hereinafter called the Standard Specifica-
tions, are the basic specifications for this part of the project.
All sections of the Standard Specifications applicable to any and
all parts of this project shall govern, except as specifically modified
in these Contract Documents, Special Provisions and Detail Specifica-
tions.
Payments for all bid items will be made on the basis of the quantity
units and prices bid, as shown by the Proposal.
The designating numbers of sections contained herein to modify or
erohasizr parts of the Standard Specifications are the same as the cor-
responding section numbers used in said Standard Specifications.
PROCUREMENT OF STANDARD SPECIFICATIONS
Copies of the Standard Specifications may be obtained at one of the
following places, listed in order of preference:
(a) City Engineer or Clerk's office in City in which your place of
business is located.
(b) City Engineer or Clerk's Office i^ City in which project is
located.
tc) The Association of Washington Cities, Office of Executive
Secretary, 3935 University Way Northeast, Seattle, Washington
99105.
Also incorporated into these specifications by reference are:
Manual on Uniform Traffic Control Devices for Street% and
Highwals, 1971.
Washirgton State Sign Fabrication Manual
Standard Specifications for Road and Bridge Construction
1977.
DIVISION I - GENERAL REQUIREMENTS MO COVENANTS
The General Requirements and Covenants of this Contract shall be as
specified in 040sion I of Standard Specifications for Municipal Public
Works Construction, (1977 E i ion„ excep as mo i ie an supp emen e
erein. ec ion and sub-section numbers used herein refer to corres-
Pond�ng numbers in the Standard Specifications.
SECTION I DEFINITIONS AND TERMS
1-1,01 OWNER
The City of Renton, Washington, actiro through its legally con-
stituted officials, officers or employees. As referred to herein, the
term "City" shall be interpreted to mean the "City of Renton, Washing-
tor.", or "Owner".
I-I.02 ENGINEER
The Engineer shall mean the City Engineer of the City of Renton,
acting either directly or through his properly authorized assistants,
including inspectors or such assistants acts severally within. the scope
of the particclar duties assigned to him.
1-1.01 CONSULTING ENGINEER
A licensed professional engineer or an authorized member of the
fire of Jones Associates, Incorporated retained by the City to design and
prepare-tip anns'-for`the proJec a specific responsibilities of the
Consultant are to prepare the final plans. Upon authorization by the
City, the Consultant will also provide construction staking.
1-1.08 PLRNS
The official drawings will be known as:
1-1.12 CONTRACT
The words "all addenda" shall be added to the list of documents in
paragraph 1, sentence 2. State Sales Taxes are not to be included with
the prices bid nor will they be included in the stipulated contract
amounts. In addition to amounts earned under the Contract, the Owner
will compensate the Contractor for all legally paid State Sales Taxes for
work related to items in is
a part of the construction o'a pu tc roa mprovemen as clef ined in
Rule 171, issued by the Excise Tax Division of the Tax Commission of the
State of Washington and, as such, the Owner is exempt from the payment of
sates tax on work related to this item.
1-1.13 AMOUNT OF CONTRACT
For purpose of awarding tha contract and determining the amount cf
the bond, the total amount of the bid and the full amount of the contract
price will be the summation of products of the quantity shown in the
proposal.
1-1.20 LIQUIDArFD DAMAGES
In addition to this section of the Standard Specifications, see
Section 8-1.08 herein.
SECTION 2 - PROPOSAL REQUIREMENTS AND CONDITIONS
22-2.02 EXAMINATION OF PLANS, SPECIFICATIONS AND SITE OF WORK
Minor variations of terrain and miscellaneous shrubbery or obstruc-
tions are new shown on the drawings. It shall be the Contractor's
responsibility to determine the difficulties and work involved, and he
shall accept the site in its existing condition at the time of award of
contract.
All provisions of this section of the Standard Specifications shall
remain in effect.
2-1.03 INTERPRETATION OF CONTRACT DOCUMENTS
Written request for interpretation shall be submitted to the City
Engineer.
All other provisions of this section of the Standard Specifications
shall remain in effect.
2-1_OS QUALIFICATION OF BIDDcRS
In addition to this Section of the Standard Specifications, t0
bidder shall fill out and sign the Statement of Bidder's Qualifications,
contained herein. Said form shall be submitted with the bid.
2-1.07 PREPARATION OF PROPOSAL
In case of a discrepancy between the words and the figures of the
unit or lump sum prices required in the proposal, the written word shall
govern. In the event of a discrepancy between the set-forth unit prices
and the extensions thereof, the unit price shall take precedence over the
extensions, and likewise, in the event of a discrepancy between the true
tota' of all correct item extensions and the set-forth total contract
amount, the total of the correct item extensions shall take precedence.
All provisions of this section of the Standard Specifications shall
remain in effect.
1 SECTION 3 - AWARD AND EXECUTION OF CONTRACT
x 3-1.01 AWARD OF CONTRACT
The award of contract, if made, will be to the lowest bidder deemed
responsible by the Owner, whose bid conforms to the requirements of these
specifications, whose past record of performance on work of similar
complexity and magnitude indicates that said bidder is qualified to
carry out the obligations of the contract and to complete the work
comtemptated therein.
3-1.03 EXECUTION OF CONTRACT
3-1.03A NOTIFICATION OF AWARD
An official notice will be sent to the successful bidder duly dated
and signed by an official of the Municipality and shall be known as
Notification of Award. The successful Bidder has ten days after the date
on the notice to execute the Contract, obtain the Performance Bond, and
take out the property insurances. All the above items should be sub-
mitted to the Municipality within the specified ten days unless receipt
of portions of insurance are waived by the Fnqineer for later acceptance.
3-1.038 NOTICE TO PROCEED
An official notice will be sent to the Contractor duly dated and
igned by an official or agent of the Municipality and shall be known as
Notice to Proceed. The contract time limit for the project will
s, t ten days after the data: of the Notice to proceed regardless of
w' .'.ner the Contractor actually begins his work by that date. The
Contractor may not begin work on the project until receipt of this
notice, however, he does not have to wait ten days to start work after
receipt of the Notice.
3-1.03C PARTIAL NOTICE TO PROCEED
The City reserves the right to delay the unclassified excavation
and embankment work until authorized in writing by the Engineer, but in
no event later than May 1, 1981.
! 3-1.030 SUBCONTRACTING
The Contractor shall perform with his own organization under his
immediate supervisions work amounting to not less than 50 percent of the
total contract costs except that any items designated in the contract as
specialty items so performed by subcontract may be deducted from the
total costs before computing the amount cf work required to be performed
by the Contractor with his own organization.
3-1.06 NONCOLLUSION AFFIDAVIT
A noncollusion affidavit document will be required.
3-1.07 CONTRACTOR'S INSURANCE
3-1.07A COMPENSATION INSURANCE
The Contractor shall furnish the Owner with written proof of insur-
ance, including Workmen's Compensation Insurance, as specified in Sec-
tion 3-1.03 of the Standard Specifications. Such certification shall
contain substantially the following statement: "The insurance covered
by this certificate will not be cancelled or materially altered, unless
written notice of the pending action has been delivered to the Owner at
least ten (10) days prior to such cancellation or alteration," All other
Provisions of this section of the Standard Specifications shall remain
in effect.
3-1.078 PUBL------------------
IC LIABILITY AND PROPERTY DAMAGE INSURANCE
The Contractor and all Subcontractors shall obtain and keep in
force during the entire term of the contract, a Comprehensive General
Liability Policy fog- hndily injury and property damage in a c mpany(s)
suitable
the 0 P Said insurance shall provide coverage for the
The Consulting En ""tors, the Consulting Engineer and the Owner.
said policy on a1' �v•, ions relative lbtonamed as contr ctu.aadditional
oblinatiensinsured
and
to the work to be performed under the Contract. Such insurance shall be
primary as to any other insurance available to the City and shall not be
cancelable without 30 days prior notice to the City. The coverage so
provided shall protect against claims for personal injuries, including
accidental death, as well as, Claims for property damuge wF.ich may arise
from any act or omission, of the Contractor or the Subcontractor, or by
anyone directly or indirectly employed thereby.
The. insurance required under this section of the Standard Specifications
shall be for Public Liability, Bodily Injury and Property Damage. The
minimum policy limits of such insurance shall be as follows:
a. Bodily injury or death per person
b. Bodily injury or death per occurrence $1,000,000.00
c Property damage per occurrence S2>000,000.00
d.. Property damage in aggregate $1,000,000.00
$2,000,000.00
3-1.078-1 AUTOMOBILE AND TRUCK PUBLIC LIABILITY
In addition to Public Liability & Property Damage lnsurance, the
Contractor shall obtain and keep in force the following li in at least the amounts noted; sted insurance
(1) Autcmobile and Truck Public Liability, Bodily Injury and Pro-
perty Damage:
(a) Injury or death of one person S 500,000.00
(b) Injury to more than one person $1,000,G00.00
Per single accident
(c) Property damage per accident $ 500,000.00
In addition to the amounts required by RCW 60.18 to be w'thheld from the
progress or retained percentage payments to the Contractor, the Owner
may in its sole discretion withhold amounts sufficient to pay any pro-
perty damage claim of which the Owner may have knowledge and regardless
of the infirmalities of notice of such claim, arising but of the perfor-
mance of this cont act, provided that the total amounts withheld for such
purposes shall not exceed three percent (3%) of the contract price. The
term "property damage claim" shall not include any claim for personal
injuries or any claim by persons furnishing supplies or materials or
performing labor fo- the Contractor. The amount withheld will not be
paid to the Claimant by the Owner but will be held until either the
rontractor secures a written release from the Claimant, obtains a court
decision that such claim is without merit, or satisfies any judgment in
favor of the claimant on such claim.
3-1.07C INDEMNIFY OWNER FROM LOSS
Section 3-1.07C of the Standard Specifications does apply.
3-1.07D STREET OBSTRUCTION VNO
A street obstruction bo^' w'il not be required.
SECTION 4 - SCOPE OF WORK
4-1.05 CHANGED CONDITIONS
In addition to this section of the Standard Specifications, the
Contractor shall report such materially differing physical conditions to
toe Engineer before th.y are disturbed.
4-1.06 'WASTE SITES
The excavated material shall not be deposited at the project site
without the written approval of the Engineer. The Contractor shall be
responsible for disposal of the excess raterial at a site selected by the
Contractor and approved by the Engineer. The waste area shall be graded
uniformly by the Contractor at the completion of the work. The Contrac-
tor shall bear all expense in the disposal of waste materials. No
separate payment will be made.
SECTION 5 - CONTROL OF WORK
5-1.04A OTHER CONTRACTORS
Other Utilities, Districts, Agencies and/or Cortr ors who may be
working within the project area are as follows:
1 Washington Natural Gas Company
2. General Telephone Company
3 Puget Sound Power and Light Company
E-1.05 NOTIFICATIONS RELATIVE TO CCNTRACTOR'S ACTIVITIES
The Contractor ;hall notify the following:
5-1.05A
Prior to starting construction within easements on private pro-
perty, the Contractor shall give the respective property owner written
notification of cominencem..ent of work. Said notification shall be given
not less than seven (7) days in advance of the construction and shall
contain:
1. The estimated starting date of work on the premises.
2. Approximate duration of work.
3. Estimated date of completed restoration.
The notification shall be given to all easement grantors, and shall
be made in triplicate with one copy given to the grantor, and one to the
Owner as proof of notification.
5-1.06 PROTECTION OF LINE AND GRADE STAKES
Protection of lint and grade stakes shall be in accordance with
Section 5-1.06 of the Standard Specifications. The Contractor shall
notify the Engireer a minimum of forty-eight (48) hours in advance of the
need of survey stakes.
5-1.09 PROTECTION OF PUBLIC AND PRIVATE UTILITIES
The location of existing underground utilities, as shown on the
plans, are approximate only, and the Contractor shall be responsible for
determining their exact location. The Contractor shall check with the
utility companies concerning any possib4� conflict prior to commencing
excavation in any area, as not all utilities may be shown on the plans.
The Contractor shall coordinate this work of the utility companies, and
shall notify the City Engineer, in advem e, of any conflicts affecting
his w,-rk schedule.
The Contractor shall be responsible for any breakage of utilities or
services resulting fro-. his eperations, and shall hold the City and its
agents harmless from an) claims resulting from disruption of or damage to
same.
5-1.10 DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES
Underground utilities of record w+il be shown on the construction
plans insofar as it is ,,ossibie to do so. These, however, are shown for
converieoce only and the Owner assumes no responsibility for improper
locations or failure to show utility lolation5 on the cc -struction
plans.
5-1.12 MAINTENANCE OF WORK AFTER ACCEPTANCE
The Contractor shall remedy any d^`ects in the work or materials and
pay for any damage to other work resulting therefrom, which shall appear
within a period of one 0) year from the date of final acceptance of the
work. The Cwner shall give a formal notice of observed defects to the
Contractor. Said defects shall include settlement of the backfill of
trenches within existirg street or driveway travelways and shoulders,
and under and around structures.
All other provisions cf this iectior of t-e Standard Specifications
shall be binding upon the Cortractor.
5-1.13 WATER AND DOWER
( Water for use on the project site and for testing may be obtained
from City of Renton at locations con%-enient to the Contractor and City of
Renton. (See Section 16 herein).
The Contractor shall make his own arrarSements for any electrical power
needed and all cost thereof shall be borne by the contractor.
S-Llol WORK WITHIN THE RIGHT-OF-WAY
All work specified or .hown on the drawings is within the City
right-of-way and or within construction or slope easements obtained by
the City. No permits allowing Contractor to worx outside of these limits
have been nor will be obtained by the Owner.
The Contractor shall confine his operation to within the City right-of-
way and or easements provided, and shall limit his operations to those
provided for in the construction or slope easements,
The Contractor shall take adequate precautions to protect all adjacent
private property,
SECTION 6 - CONTROL OF MATERIALS
6-1.02 SM1➢LES AND TEST
Any materials which the Engineer has reason to believe will not meet
these specifications will be tested. Expenses for tests performed on
materials found to be in acc, ^ce with the specifications will be borne
by the Owner. The cost nerforred or materials which fail to
meet specifications shall y the Contractor.
1 SECTION 7 - LEGAL RELATIONS AND RESPONSIBILITY TO THE rL... .•"
7-1.04A SAFETY PRECAUTIONS AND PROGRAMS
The Contractor Shall be solely responsible for initiating, main-
taining, and supervising all safety precautions and programs in connec-
tion with the work, including but not limited to, compliance with the
Occupational Safety and Health Standards established by the U.S. Depart-
ment of Labor under the Occupational Safety and Health Act, 1970, and
with the rules and regulations established by the State of Washington,
Oepartment of Labor and Industries Safety Division.
7-1.07 LEGAL WAGES ON PUBLIC WORKS
The prevailing rate of wage to be paid to all workmen employed in
any part r` this contract shall be in accordance with Chapter 39, 12 RCW,
as amended, and the rules and regulations of the Department of Labor and
Industries (D.L.I.). The rules and regulations of the D.L,I. and the
prevailing wage rates for the locality where this Contract will be per-
formed, are by this reference made a part of this Contract as though set
forth herein.
Inasmuch as the Contractor will be held responsible for paying the pre-
vailing wages, all Contractors should familiarize themselves with the
cu, nt wage rates before submitting bids.
7-1.09 STATE SALES TAX
Ref - to Section 1-1.12 as modified herein.
7.1.10 PERMITS AND LICENSES
The Contractor shall assure himself that all necessary permits are
obtained and shall review any that were not obtained by him in order that
he is familiar with the requirements of the permits. These permits and
licenses, where required, shall be obtained at the Contractor's expense.
7-1.15 MAINTENANCE OF TRAFFIC
The Contractor's attention is directed to all the provisions of
Section 7 of the Standard Specifications, LEGAL RELATIONS AND RESPONSI-
BILITY TO THE PUBLIC, and particularly to the sub-sections mentioned in
the Special Provisions for emphasis and clarification.
Traffic control and maintenance for the safety of the traveling public on
this project shall be the sole responsibility of the Contractor and all
methods and equipment used will be subject to the approval of the Owner.
All unattended excavations shall be properly barricaded at all times.
All signs, barricades, related equipment and their use must be in accor-
dance with the Manual on Uniform Traffic Control Devices.
7-1.159 STREET CLOSURES CR PAiTIAL CLOSURES
At least one-way traffic shall be maintained during working hours.
When it is necessary to limit through traffic movement to any degree, the
Contractor shall provide all flagmen, warning signs and barricades as
are required by the Engineer and/or Owner.
At the end of each working day, provisions for the safe passage of
two-working hours shall be made. It shall be the Contractor's responsi-
bility to provide all necessary warning signes, liyhts, barricades,
etc., as specified in the Standard Specifications and emphasized in
.Section 7-1.15 and 7-1.16.
All costs of traffic control shall be considered incidental to the Con-
tract.
7-.15I FLAGMEN
The Contractor shall furnish flagmen and all necessary warning
signs 9or flagging operations as necessary to insure safe movement of
traffic.
7-1.1F TRAFFIC CONTROL WITHIN AND ABUTTING THE PROJECT
The Contractor shall furnish, place and maintain all necessary
signs, barricades and warning lights. Barricades shall be reflectorized
as Specified in Part VI of the Manual on niformTr aequic Control Devices
essaUasfor Streets and Highways. Barr-T o ippe with as -
ers.
7-1.17 TRAFFIC CONTROL SIGNS
The Contractor shall furnish all traffic control signs as necesary.
SECTION 8 - PPOSECUTION AND PROGRESS
8-1.01 CONSTRUCT ION_SCHEDULE
The construction schedule shall be in accordance with Section 8 of
the Standard Specifications except as modified herein.
Promitly after the award of the Contract, the Contractor shall submit a
progress schedule for approval by the Engineer. Payment to the Contrac-
tor on any estimate may be withheld until sucn a schedule has been
submitted and approved.
Should it become evident at any time during construction that operation
will or may fall behind the schedule, the Contractor shall, upon request,
promptly submit revised schedules in the same form as specified herein,
setting out operations, ethods and equipment, added labor forces or
work ing shifts, night work, etc., by which time lest will be made up,
and confer with the Engineer until an approved modification of the origi-
nal schedule has been secured. Further, if at any time any portion of
the accepted schedule is found to cnnflict with the contract pro0 sic ,•
it shall, upon request, be revised by the Contractor and the work sh&. .
be performed in compliance with the Contra^t provisions. Payments of any
further estimates to the Contractor after such request is made and until
an approved modified schedule has been provided by the Contractor may be
withheld. Execution of the work according to the accepted schedule of
construction, or approved modifications thereof, is hereby made an obli-
gation of the contract.
8-1.05 CONTRACT TIME
1 All work contemplated by the Contract shall be completed within the
time shown in the Proposal.
8-1.08 FAILURE TO COMPLETE WORK ON TIME - LIQUIDATED DAMAGES
Reference is made to Section 8-1.08 of the Standard Specifications,
as further stated 'herein.
8-1.11 CONTRACTOR ORGANIZATION, SUPERINTENDENCE AND EQUIPMENT
The anmes of superintendents authorized to act for the Contractor
shall be submitted to the Engineer in writing.
SECTION 9 MEASUREMENT AND PAYMENT
9-1—OF PROGRESS PAYMENTS
Progress payments shall be made in accordance with Section 9-1.05
of the Standard Specifications except as modified herein.
The Contractor shalt submit to the Owner, no later than the 24th day of
each month, a request for payment for work completed during the previous
period. Copies of such a request for payment shall be submitted on an
estimate form provided by the Engineer. All monthly pay requests are
subject to approval by the Engineer prier to processing for payment.
Errors or omissions in the original submittal for payment that must be
revised or corrected may retilt in delayed payment. It is the Ccntrac-
tor's responsibility to maintain adequate records of Bid Item quantities
for the work completed for each monthly Fay period. These quantities
will ce subject to approval and/or verification by the Engineer.
SECTION 10 ADDITIONS TO THE GENERAL REQUIREMENTS AND COVENANTS
10-1.01 JCB C?'IES OF DRAWINGS AND SPECIFICATIONS
The Contractor shall furnish his own copy of the Standard Specifi-
cations and all published supplements and revisions thereto. The Owner
will furnish copies of the Special Provisions and Plans. The Contractor
shall maintain a complete set of Standard Specifications, Special Provi-
sions and Plans at the job site and shall make them available to the
Engineer at all 'Limes.
IC-1.02 WORK DURING AN EMERGENCY
The Contractor shall perform any work and shall furnish and install
any materials and equipment necessary during an emergency endangering
life or property. In all cases, he shall notify, the Engineer of the
emergency as soon as practicable, but he shall not wait for instructions
before proceeding to properly protect life and property.
10-1.03 EXAMINATION OF COMPLETED WORK
If the Engineer requests it, the Contractor at any t,me before
acceptance of the work, shall remove or uncover such portions of the
finished work as may be directed. After examination, the Contractor
shall restore said portions of the o„rk to the standard required by the
Specifications. Should the work thus exposed or examined prove accept-
able, the uncovering or removing, and the replacing of the covering or
making good of the parts removed shall be paid for as Extra Work, but
shoulH the work so exposed or examined prove unacceptable, the uncover-
ing, removing and replacing shall be at the Contractor's expense.
10-1.04 —CLEANING—UP
The Contrartor shall remove from the Owner's property and from all
public and private property and from all public and provide property at
the compl,tion of each phase of the work, all tempo,ary structures, tools
and equipment, rubbish and waste materials resulting from his operation
or caused by his employees, and shall remove all surplus materials leav-
ing the site smooth, clean, and true to line and grade.
1C-1.05 PAYMENT FOR WORK BY OWNER
The cost of the work performed by the Owner in removing construction
equipment, tools and supplied not removed by the contractor in accor-
dance wit!. Section 10-1.04 and in correcting deficiencies in accordance
with Section 6-.02 shall be paid by the Contractor.
10-1.06 AUTHORITY OF OWNER
The whole of the work and the manner of performing the same shall be
done to the entire satisfaction and approval of the Owner, whether or not
particularly so stated herein and it shall be the sole judge of the work
and materials with respect to both quantity and quality.
It is expressly stipula'ed, however, that the drawings, specifications
and other contract documents do not purport to control the method of
performing the work but only the requirements as to the nature of the
completed work, the contractor essumina the entire responsibility for
methods of performing and installing the work.
The Owner shall in all cases determine the amount, quality, accept-
ability and fitness of the several kinds of work, material; and equipment
which are to be paid for under the contrac�, shall decide all questions
relative to the true construction, meaning and intent of the contract
documents; shall decide all questions relative to the classification and
measurements of quantities and materials and fulfillment of this con-
tract; and shall have the power to reject or condemn all work or material
which does not conform to the terms of this contract.
It is expressly agreed and understuod that the Owner must look solely to
the Contractor for the furnishing of the work; that the Contractor must
look solely to the Onwer for payment; and that the Owner and the Contrac-
tor must look solely to each other for the enforcement of any claims or
liabilities arising under the contract.
10-1.07 CLAIMS
If the Contractor claims that any additional requirements, by draw-
ings or otherwise, constitute ctanges and require additional payment
under this Contract, he shall give the Owner e.nd Engineer written notice
thereof within ten (10) days
before proceeding , after the receipt of such requirements and
to execute the charges, except in an emergency
i gering life rr Property. If no written claim is made by� gency endan-
Withinctor that no ys, such omission shall constitute acceptance tbycthe
claim m for additional payment will be made.
10-1.QB DUST AND MUD_ CONTROL
The Contractor shall be responsible within the project limits. The Contractor r ihailr be controlling dust and mud
watering trucks equipped with high velocity water jets sanded to use
sprinkling devices, power sweepers and any other i o head
necessary to avoid creating a nuisance. All Streets used by of equipment
Contrac-
tor during the execution of this Contract shall be maintaindhinCanclean
condition. Any damage caused by du-,t and/or mud shall be the sole
responsiblity of the Contractor.
10-1.9 HAULING OVER _PUBLIC_ _ THOROUGHFARES
The Contractor shall be responsible for obtaining all Rermits for
his use o° Public thoroughfares and shall conform to the requirements of
all governing ordinances, codes, and regulations therefor. The Contrac-
tor shall be responsible for maintenance of such thoroughfares and shall
repair or cause to be repaired, at his own expense, all damage to same
resulting from his operations.
OUTAGES
Attention is directed to Sect'On b-1,09 and 5-1.10 of the Standard
Specifications, Wherever in the course of the construction operation it
becomes necessary to cause an outage of utilities, it shall be
tor s responsibility to notify the affected users not Contrac-
t than Co hours
in advance of the creation of such outage. The Contractor shall make
reasonable effort to minimize the duration of outages.
10-11.13 ACCEPTANCE_ OF SITE
In accordance with the Standard Specifications, the Contractor
shall base examined the site and familiarized himself with conditions. He shall accept the site in its existing conditionall att enendant
at the
time of award of contract.
10-1.14 PROTECTION OF PROPERTY
This Contractor shalt be responsible for the protection of all
existing utilities and structures on or adjoining the premises. In the
by
event of damage, such items shall be imrediately repaired or replaced he
the Contractor, at his expense, to the satisfaction of the Engineer.
10-1.15 PERMITS, CODES AND REGULATIONS, Permits, Fees, Etc.
No general building permit is required. Any other specific per-
mits, fees, licenses, inspections and the like, which may be required,
shall be obtained and paid for by the Contractor. This shall not include
Customary supervision and inspection by the Engineer, which will be
furnished at no cost to the Contractor.
10-1.16 TEST AND RECORDS
The Contractor shall keep, maintain and provide the Engineer wits
such copies of records of materials placed as may be ner—sary.
10-1.17 LAYOUT OF WORK
the Engineer shall provide the horizontal and vertical control for
alignment during the construction of the project. These services shall
include one set of stakes at the interval appropriate to the terrain,
alignment and type of construction involved. These will be provided for
each area of work as follows:
a. Set slope stakes
b. Set grade stakes
C. Set blue tops
d. Set curb stakes
e. Stake sanitary sewer extensions and adjustments
f. Stake storm sewer
9• Stake right of way
h. Stake clear and grub limits
i. Reference existing monuments
j• Reference existing property corners
k. Set miscellaneous stakes as requirec
1) driveways
2) fire hydrant relocations
3) relocate telephone and power poles
The placement of these stakes will be made in conjunction with the
progress on the work. The Contractor shall give a forty-eight (48) hour
notice of the requirement for stakes. Once in place, it shall be the
responsbility of the Contractor to maintain the stakes until construc-
tion is completed. In the event that stakes must be replaced, the
Contractor shall make a signed written request for restaking to the
Owner. The cost of such restaking shall be deducted from payments due
the Contractor.
10-1.18 STREET CLEANING
All streets used by the Contractor during ;he execution of this
Contract shall be maintained in a clean Condition. The Contractor shall
be prepared to use watering trucks equippea with high velocity water jets
and low head sprinkling devices on street power sweepers to render the
streets free of all mud, debris and foreign materials.
Watering trucks may be used on paved streets with an adequate storm
drainage system. Watering trucks shall not be used on streets where in
the opinion of the engineering mud is created causing a nuisance. Where
water flushing is not allowed, street sweepers (not power brooms) shall
be used.
The Contractor shall provide for sweeping cr flushing all surfaced road-
ways upon completion of each day's activ"_ies. Equipment required for
this operation shall be on the job site or available at all times.
Failure to have this ega'pment on the job site or available will neces-
sitate a shut down of the project.
Any damage caused by Oast and/or mud accumulation on the streets or storm,
sewer system shall be the sole responsiblity of the Contractor.
No separate payment shall be made for "street cleaning", which shall be
considered as incidental to the construction of the project and ail costs
thereof incurred by the Contractor shall be included in the other items
of the contract.
10-1.19 PRECONSTRUCTION PHOTOGRAPHS
The Engineer will make preconstruction photographs immediately
prior to initiating construction in order to provide a substantiated
record of the condition of existing improvements. These photographs
shall be considered as indicative of the nature of the original improve-
ments in determining the adequacy or inadequacy of restoration.
SECTION 13 - STREET AND DRAINAGE EXCAVATION
13-1 DESCCIPTION
Unclassified excavation and unsuitable exca vat on,su harge removal
shall be in accordance with Section 13 of the Stan pecifications,
except as modified herein.
13-3 CONSTRUCTION DETAILS
Unclassified excavation shall include all materials excavated from
within the limits of work including excavation for rack retairing walls,
steel bin walls and open drainage ditches. Suitable excavated material
shall be used for roadway embankments, while surplus excavated material,
if any, shall be disposed of by the Contractor.
All vegetation, such as roots, brush, heavy sods, heavy growth of grass,
and all decayed vegetable matter, rubbish, and other unsatisfactory
material within the area upon which fill or embankment material is to be
placed shall be stripped (12-inch maximum depth) or otherwise removed
and disposed of in waste areas approved by the Engineer (see Item 4-1.06,
Waste Sites) before the fill is started. In no case shall unsatisfactory
material remain in or under the fill areas.
No waste site has been provided for disposal of material and debris. The
Contractor shall make his own arrangements, and at his own expense, for
disposal of waste materials and shall protect the City from any and all
damages arising therefrom.
The Contractor shall perform excavation of every type of material, in-
cluding road culverts, encountered within the limits of the project, to
the lines, grades, and elevations indicated and as specified herein.
Grading shall be in conformity with the typical sections shown. Local
excavated material shall be transported to and placed in fill or_emhank-
ment areas within the limits of wor�k,op ly upon approval by the.Engineer.
Removal of concrete, asphalt conY'rete, asphalt and cement concrete
driveway, sidewalk and driveway excavations, cement concrete curb and
gutter, cement sidewalk, concrete retaining walls, excavation for re-
taining and removal of existing drainage shall be c"nsidered as part of
the roadway excavation and will be included in tho unit bid price for
unclassified excavations.
All areas shall be excavated, filled and/or backfilled as necessary to
approach the grades shown on the drawings. In filled .nd backfilled
areas, fine grading shall begin during the placement and compaction of
the final layer. In cut sections, fine grading shall begin within the
final 6 inches of cut. Final grading shall produce a surface which is
smooth and even, without abrupt changes in grade.
The roadway subgrade shall be free from rocks or cemented lunps larger
than two and one-half inches (1�") in greatest dimension, in the top six
inches (6") which shall be compacted to a relative density of not less
than ninety-five percent (95%) as determined by Test Method AASHO T-180
Excavation for gutters shall be accomplished by cutting accurately to
the cross sections, grades, and elevations shown. Care shall be taken
not to excavate gutters below the specified grades. The Contractor shall
maintain all excavations free from detrimental quantities of leaves,
brush, sticks, trash, and other debris until final acceptance of the
work.
Any over-excavation not specifically authorized by.the Engineer shall be
replaced with bank run gravel, Class B, compaci<e as specified above, by
the Contractor at n0 expense to the City.
Embankment shall be performed in accordance with Section 13 of the Stan-
dard Specification. Compaction of embankment shall be by Method 81
described in Section 13-3.10E3 of the Standard Specifications
Section 13-3.10E5, Compaction Control Tests, is revised to include the
following paragraph:
Determination of the density of earth embankments can be done by the
nuclear method as outlined in the ASTM designation number 01911-71,
or by any other method specified by the Engineer.
Unsuitable material encountered below the busgrade or stripping line
shun on the plans shall be removed and disposed of in accordance with
section 13-3.02 of the Standard Specifications, as directed by the Engi-
neer. This material, so removed, shall be replaced with bank run gravel
compoacted to a relative density of not less than ninety percent (90%),
as determined by Test Method AASHO T-180 "C..
Stripping, disposal of unsuitable material, temporary drainage work, and
embankment compaction shall be considered incidental to and aprt of the
bid*priceA for Unclassified Excavation. --
Excavation of ditches shall be accomplished by the Contractor by cutting
accurately—to the cross section and grades as shown on the drawings.
�ufjf,chh�a�rr�Exc,1vati n shal consi t of he exSavation ;o ne4tlioe, haul
uNdisposa�of S rrh arge�ri at eri�sl atecordpletlrni�of-the settlement
ogram.
Culvert Excavation at S.W. 27th Street and Springbrook Creek as shown on
the plans shall be accmplished by the contractor at the direction of the
Engineer to remove all undesireable materials below the proposed cul-
verts. Th's excavation will include the excavation of bottom materials
within Springbrook Creek. The contractor shall familiarize himself with
ava;albie soils information in order to assess the extent and difficulty
of this operation.
13-310A1 UNSUITABLE EXCAVATION
Unsuitable excavation shall include all materials excavated below
the neat lines or stripping lines of the roadway cross sections. The
unsuitable material shall be excavated as directed by the Engineer. This
material, so removed, shall be replaced wit bankrun gravel compacted to
a relative density of not less than ninety pe rrt-�90X), as determined
by Test Method AASHO T-180 "C".
13-4 MEASUREMENT
Unclassified excavation shall be measured by the cubic yard as
calculated from neat lines. Unsuitable excavaticn and solid rock exca-
vation shall be field measured by the cubic yard. la1
S char Excavation, shall field svred b .e pp ic.yard as e,pr-
m ed ¢ cross sectioning t e surchar ,areafard ploting on kh&-des gn
Cross,s Lions. Thy cross ection a shall be taken after the.ccn�o-
iotionspeciod is 'fete as determined by the Engineer. �� v
Culvert Excavation at S.W. 21th Street/Springbrook Creek shall be mea-
sured by the cubic yard as determined from cress sections taken before
and after excavation. The amount shown in the proposal is an estimate
for the pu*posed of establiihing a bid price.
13-5 PAYMENT
7 Payment foi Unclassified Excavation shall be at the unit price bid, ter
cubic yard, as set forth in the Proposal, which slal.be full compensation
for furnishing all labor, materials, equipment,-fools, supplied, and all
incidentals necessary to complete the stripping, rock—retaining-,wa-li,
steel bin-wa,11, open ditch excavatjcn,_grading, hauling and placement of
embankment material, compaction,d nd.dispcsal of surplus, if any. Re-
moval of all bituminous and asplmeTt- pavement withinq the right-of-way
shall be considered as unclassified excavation.
Payment quantities for unclassified excavation have been determined from
neat line plotted cross sections made before excavation. These cross
sections are available for inspection by the Contractor.'I
Payment fort nsuitable excavation($u&h*ReLExtAYWL*dw; ��olid rock
kxcavation shall be by the unit price per cubic yard as set forth in the
Proposal which shall be full cor�ensation for furnishing all labor and
materials, equipment, tools, supplies and all,yincidentals necessary to
complete the excavation, haul and disposal of ynsuitable material, sut+,
/ 6;Ov'.O and Solid Rock, if any.
1 �^a
The unsuitable excavation bp�Qi�r'9;C-0'5 o0 p,l Ad-solid rock excavation
quantity as shown in the proposal is for the urpose of establishing a
urit price only. Exact quantities will be determined in the field as
t work progresses.
SECTION 16 - WATER
/.
16-1 DESCRIPTION
Water shall be acquired and placed in strict compliance with Sec-
tion 16 of the Standard Specifications, except as modified herein.
16-5 PAYMENT
i
Payment for furnishing and placing water shall be made at the unit
p-i . .• ,i,,.,' ,71) jill,a> of water as sel forth in the Proposal and
shall be full compensation for all labor, material, equipment (including
hauling and applying) and incidentals. Water required for dust and mud
control will be paid for in accordance with the requirements of Section
10.1.08 herein.
SECTION 18_ ROCK RETAINING WALL
18-1 DESCRIPTION
Rock retaining walls shall be constructed as shown on the Plans or
as direct by the Engineer.
18-2 MATERIALS
The rock retaining wall shall be constructed of two-man rocks (300
to 600 pounds), three-man rocks (800 to 12DO pounds), and four-man rocks
(1500 to 2200 pounds). The rocks shall range uniformly in size for each
classification specified. The four-man rocks shall only be used for the
first course of rock in all rock retaining walls over E feet in height.
The rock material shall be as nearly rectangular as possible so as to
afford the minimum amount of void space between the blocks. No stone
shall be used which is less than 12 inches thick or which does not extend
through the wall. The rock materials shall be hard, sound, durable and
free from weathered portions, seams, cracks or other defects. The source
of supply and representative samples of the material shall be approved by
the Engineer before delivery to the site. The rock unloading at the site
will be in such a manner as to segregate the rock by size ranges indi-
cated in the preceding paragraph.
18-3 CONSTRUCTION DETAILS
The retaining wall shall be started by excavating a trench, not less
than 6 inches or more than 1 foot indepth below the subgrade in excava-
t`on sections or not less than 6 inches or more than 1 foot in depth
below the existing ground level in embankment sections. Extreme care
shall be exercised by the contractor in all operations so that there is
no disturbance to private property. Areas on which the ,Ockery is to be
Placed shall be trimmed and dressed to conform to the elevation or slope
indicated. The rock retaining wall constructi m will start as soon as
possible upon the shooing of the cut or fill section. Excessi0e delay in
starting this work will be the Contractor's responsibility to correct
ary problems or repair any damage caused by this delay at no additional
cost to the City.
Rock selection and placement shall be such that there will be no open
voids in the exposed face of the wall over 6 inches across in any
direction. The rocks shall be placed and keyed together with a minimum
of voids. Particular attention shall be given to the placing and keying
together of the final course of all rockerixs. The final course will
have a continuous appearance and place to minimize erosion of the back-
fill material. The larger rocks shall be placed at the base of the
rockery so that the wall will be stable and have a stable appearance.
The rocks shall be carefully placed by mechanical equipment and in a
manner such that the longitudinal axis of the rock shall be at right
angles or perpendicular to the rockery face. The rocks shall have all
inclining faces sloping to the back of the rockery. Each row of rocks
will be seated as tightly and evenly as possible On the rock below in
such a manner that there will be no maveTent between the two.
r Ballast backfill shall meet the requirements of Sectior 23 of the Stan-
dard Specifications for ballast. The purpose of the
rot only as ••old filler but also ballast is to act
as a filter blanket or backfill mater-
ial• Ballast will be placed B to 12 inches in thickness between the
entire wall and the embankment as well as being compacted into all void
spaces. The ballast materials will be placed in lifts to an elevations
approximately 6 inches below the course of the placed rock. The ballast
lifts will be placed after each course of rocks. Any ballast ^aterial on
the bearing surface of the rock course will be removed before the next
course of rock is set in place.
18-5 MEASUREMENT AND PAYMENT
The rock retaining walls will place, including the ballast backfill he measured by the square yard in
est o.l square yard . Measurement will be to the near-
o the basis of field measurements on 25-foot inter-
vals after constructioo n.
The area of the wall will be computed from the top eleva, -1, which will
be field determined upon completion of rock placement ��. -
vals, The bottom elevation will be measured t' ^ter-
finished grade at the base of the wall in a cu' the
below the natural ground line in a fill section • � 'r 's
Excavation of a the rock retaining wall will be ir-
fled excavation. No further compensation will -
Excavation beyond the limit shown on the drawing 1 ., f
The unit contract price per square yard shall be +
all labor, tools, equi
required pment and materials, including •ra11;5._sV i •,,,
to perform the work as specified herein, as s��"..� - �'
or as directed by the Engineer, ^r :�F- NJa�s
SECTION 19 - SURCHARGE AND SETTLEMENT PLATFORMS
19-1 GENERAL
Surcharge materials shall be placed on the roadway alignment as
shown on the neat Tyne plotted cress sections included in the plans.
P-ior to the placemnent of any fill materials or surcharge materials, the
_,ractor shall install settlement platforms in the locations indicated
in the plans. The locations shown are approximate; the Engineer will
determine the final locations at the time of construction in the field.
At the conclusion of the surcharge period as determined by the Engineer,
the Contractor shall remove the surcharge materials and the settlement
platform pipes.
i
19-2 SURCHARGE MATERIALS j
Surcharge material shall be Bank Run Gravel Class "B". The mate-ial
shall be placed in accordance with Section 13 of the Standard Specifica-
tions. j
19-3 SETTLEMENT PLATFORMS
Settlement platforms shall be constructed and installed as detailed
in the plans. The Contractor shall protect in place all of the settlement
Platforms during the settlement period. Should the Platforms be dis-
turbed or damaged, the Contractor shall notify the Engineer and replace
or repair the disturbed platforms.
19-4 MEASUREMENT
Furnishing and placing surcharge aterials shall be measured as
Bank Run Gravel Class "B" by the ton. Settlement Platforms shall be
measured per each. Surcharge Excavation shall be measured by the cubic
yard in the field by cross sectioning the surcharge area after the
settlement period.
19-5 PAYMENT
Payment for furnishing and placing surcharge materials shall be
made at the unit price bid per ton for "Ban Run Gravel Class B."
Payment for Settlement Platforms shall be at the unit price bid per each
for "Settlement Platforms". Paymert made for "Settlen,ert Platforms,
per each" shall be considered as full compensation for all labor and
materials necessary to furnish, place, maintain, remove riser pipe and
any other incidentals necessary to complete the installation and moni-
toring of the fill settlement platforms. Any repair or replacements
required during the settlement period shall be considered as incidental
and no additional compensation shall be paid to the Contractor.
Payment for removal of surcharge materials shall be made by the cubic yard
at the unit price bid for "Surcharge Excavation". Payment made for
"Surcharge Excavation" shall ,be considered as full compensation for
excavating, hauling, and plar rnEnt of surcharge materials. Surcharqe._.J�
excavation materials shall bu used for roadway embankments and&ench
backfill where possible and as approved by the Engineer. Surplus mater-
ial, if any, shall be removed from the site and disposed of by the
Contractor. All handling, placement, compaction and disposal operations
shall be included in the price bid per unit for Surcharge Excavation,
SECTION 21 - WEIGHING
21-1 DESCRIPTION
All bid items in the Proposal which are to be measured by the ton
shall be weighted on scales certified accurate within the limits speci-
fied in Section 21.1-01. The tonnage claimed by the Contractor for all
such bid items shall be verified with weigh tickets from the material
supplier, stating the general classification of the material, tonnage,
date, the number of the carrier, and the purchaser. One copy of the load
ticket shall be given to the City at the time of delivery and shall not
be valid for payment unless each ticket has been initialed by the City.
The Engineer reserves the right to reduce the stated tonnage for material
which, in his opinion, has more than the moisture content required for
good compaction.
Material received at the job site but not satisfactory to the Engineer
shall be rejected. All costs associated with the unsuitable material.
including the expense of disposal in waste areas, shall be borne solely
by the Contractor.
Weighing will be considered incidental to construction and all costs
thereof should be included by the Contractor in the appropriate prices
bid for the material being weighed.
SECTION 23 - CRUSHED SURFACING, BALLASTING, AND STOCKPILING
23-1 DESCRIPTION
Crushed surfacing top course and base course shall be in accordance
with• Section 23 of the Standard Specifications except as herein modi-
fied.
Crushed surfacing top course will be placed as shown on roadway plans and
pavement section at the directions of the engineer and conform to Section
23-2.01A.
Temporary crushed surfacing base course shall be placed at the direction
of the engineer to provide temporary traffic access to driveways and
streets during construction. The quantity shown in the proposal is for
the purpose of establishing a ut.— price only, actual quantities will be
measured as construction progresses. The Engineer may require that some
or ,1 of the temporary crushed surfacing base course be removed because
of contamination or to meet final grades. Removal shall be considered
incidental to temporary crushed surfacing base course.
23-2 MATERIALS
23-2.01 A CRUSHED SURFACING TOP COURSE
Crushed surfacing top course shall meet the following requirements
for grading and quality in accordance with Section 23-2.01.
% Passing 1 1/4" square sieve 100
% passing 5/8" square sieve 100
% passing 1/4" square sieve 55 to 75
% passing U.S. NO. 40 sieve 8 to 24
% passing U.S. NO. 200 sieve
(wet sieving) 10 max.
All percentages are by weight
Sand equivalent (Section 6) 40 min.
23-2.01 8 CRUSHED SNRFACING BASE COURSE
Crushed surfacing base course shall meet the following requirements
for grading and quality in accordance wi.a Section 23-2:01.
% passing 1 1/4" square sieve 100
% passing 5/8" square sieve 50 to 80
% passing 1/4" square sieve 30 to 50
% passing U.S. No. 40 sieve 3 to 16
% passing U.S. No. 200 sieve
(wet sieving) 7.5 max.
All percentages are by weight.
Sand equivalent (Section 6) 40 min.
23-3.16 E RIPRAP
Riprap shall be in accordance wilt. State of Washington Standard
Specifications for Road and Bridge Construction for Light Loose Riprap
and shall meet the following requirements for grading:
At Least Not Mo"f Than Size Range Maximum Size
20% to 90% 300 lbs. to 1 ton
(2 cu. ft. to
1/2 cu. yd.)
80% 50 lbs. to 1 ton
(1/3 cu. ft. to
112 cu. yd.)
IOX to 20% 50 lbs.
(spalls)
23-4 MEASUREMENT
"Crushed Surfacing Top Course", "Crushed Surfacing Base Course",
"Temporary Crushed Surfacing Base C-urse" and "Rip Rap" w'11 be measured
by the ton. tonnage will be verified it accordance with Section 21-1 of
the Special provision.
J-5 PAYMENT
Payment for Crushed Surfacing Top Course or Crushed Surfacing Base
Course Temporary Crushed Surfacing Base Course and Rip Rap will be at
the respective unit price bid per ton in the Proposal. Payment will be
considered as fill compensation for furnishing, placing and compacting
the material. Payment for Temporary Crushed Surfacing Base r _rse shall
be considered as full compersation for furnishing, placing, _impacting
and removal as direc Zee by the engineer.
SECTION 26 - BANK RUN GRAVEL FOR STREETS
26-1 DESCRIPTION
Bank run gravel "Class B" Shall conform to Section 26 of tht Stan-
dard Specifications. Bank run gravel Class B shall be used to replace
unsuitable excavated trench materia., unsuitable subgrade, and as road-
way and shoulder embankment material or as directed by the Engineer.
Sank run gravel Class B used as embankment material will be compacted to
a relative density of ninety-five percent (95X) as determined by Test
Method AASNO 180 "C".
Tne quantity as shown in the Proposal is for the Durpose of establishing
a unit price only. Exact quantities will be determined in the field as
wick progresses.
26-2 MATERIAL
26-2.01 CLASSES AND 9RADING Or BANK RUN GRAVEL
Bank run gravel smell Pubs:entielj free from wood, roots) bark
or other extrareous materia.. It shell have SUFh 6haraEtefistl€6 ®f
particle size and shape that it will cdmpadt readily to a firm stable
course.
The maximum site of stone over the existing roadway Shall not exceed two
(2) inches. The maximum size of stone elsewhere shall not exceed the
depth of the course being applied less one (1) inch, except that in no
case shall the maximum: size exceed eight (8) inches.
Bank run gravel shall be Bank Run Gravel Class S. The following re-
quirement shall c :ern:
BANK E;,'N GRAVEL
CLA.S 8
Passing 1/4" sieve 25X min.
Passing U.S. No. 200 15% max.
sieve (wet sieving) 10% max.
Dust Ratio:
X Passing f 200 (wet Sievi.,g? 213 max.
% Passing 6 40
Sand Equivalent X min.
26.4 MEASUREMENT
Bank run gravel "Class 8" shall be -?asured by the ton according to
Section 2:.
26-5 PAYMENT
Payrrent for furnishing and placing bank run gravel "Class 6" shall
be made at the unit price per ton as set forth in the Proposal and shall
be full compensation for all labor. equipment, materials, including wa-
paction, and all incidentals to furnish and place the material including
where directed by the Engineer to remove and dispose of unsuitable mate-
rial at a waste site provided by the contractor,
SECTION 3_=HALT TREATED_ BASE
3s-1 DESCRIPTION
Asp
materiialhw� r e s
hiihhas been F !dT8) cors;sts of a compacted course of
an asphalt binder. 'er proofed and stablized b base
y treatment with
Tne work shall consist of one or more courses of Asphalt Treated Base
confoPlaced on the subgrade in accordance witt these specifications
conforTity with the lines, grades, thicknesses, and typical
drown on the Plans and im-
p a s or estaF'ished by the Enginee cross SeL-
33-2_TATERIALS
3333-2.0
Asphalt cement shah be WSND Viscosity grade AR-2000 grade
asphalt.
ade paving
33-2.02 MINERAL AGGREGATE
Aggregate shall meet the following requirements:
Los Angeles, bear, 500 Rev. 30% M
-' gradati^n Factor 15% Minnimum
imum
Aggregate for asphalt treated base shall meet the following
requiremen*s for grading:
Sieve 0 ening/No.
2" eve quare oper+ng) Percent Pa ssinq
Sieve (Square opening) tU0
Sieve (Square opeoinn) 56-100
U.S. to. 10 Siev, 40-78
U.S. ',o. 40 Sieve 22-57
0-S. 200 Sieve 8-32
*Asphalt cement, v,rcent 2-9
of total mixture
2.5-4.5
*Exact percentage of Asphalt to be determined by thz Engineer.
The sand es valent value of the mineral aggregate for asphalt treated
base shai7 not be less than 35.
32-2.03 TEST RE UIPEMENTS
When the aggregates are cambined within the limits Set forth above,
and mixed in the labcr3tory with the designated grade of asphalt, the
mixture shall be capable Of meeiing the folio. -I test values:
Stabilorreter value
Cchesiometer value ° min•
Modified Immersion compression 50 min.
(M.I.C.) Test, % Retained Strength 70 min
33-3 CONSTRUCTION REQUIRE
33-3.01 ASPHALT MIRING P
Asphal— — CANT
ing t ' following Plants used to Produce AT;9 requirements: shall be capable of
33-3.OIA DRYER meet-
er
to the requiredstempperatureable fo drying the aggregates and heating them
33-3.018 PROPORTIONING
The
—_._—
lant
t.
I fdthepa99•ega hip is su range and at athie rat eP roporti0n ing the aggregate
vided for Prop tioningP or�pdeno ingothe Cifferent sf'means the Engineer.
P roducmaterialmRet ing the s sizes of shall
pecificati0, re aggregates to333-3.0_ I—RER requirements.
The mix=r shall becapable of
Y coated ggreeate meeting orml
tion aP"ndutin crm
s. 9 a unif m':aure of
9 the requircments of these uni-
33-3.02 PREPA sPecifica-
RATION OF AGGREGATE
g9regatethe requir?men for ATB shall be Stockpiled before use in
spec if Qcat egn5 tin of Se t"on 23-3.0I in the eve,natural �t they aoCOr"a"Ce with
The a state. y do not meet the
as directed the Shall
Engi eerted to a temperature between 2750 and 3500F,
33-3.03 HEATING OF
Heat in ASPHALT MATERIAL
Of Section 34Of the asphalt
3.04 material shall conform to the 33-3.04 quirements
--__�ltxtvr, re
tion 34e ATB shall be mixed in accordance with
3.06.
-� requirements of Sec-
li 5 HAULING`EQl/I_EQUIPMENT
Hauau n
ling equipment for ATB
Section 33-3.05. shall 33-3, conform to the requirements of
0--- SPREADING NO FINISH'
l be
NG
erceedefourniinches (4 ) e nomi pactedPdelig macl ,ne in accoraance
spread3.06. Th
P h of a [ou'se shalt
33-3.068 FINAL IT B COURSE not
The final surface_ °�rSe of thrB sects
ore or more lifts, shall our deviate at n °"'
a s Point mwhetthahe- constructed i.,
ore than 3/8" from the
bottom of a :0 ft. straightedge laid in any direction - the surface on
either side of the roadway crown. Failure to meet the above requirement
will necessitate sufficient surface correction as to satisfy the re-
quirement and this shall be done at the Contractor's expense.
33-3.08 DENSITY
e ATS
ht
percent (80%) of a the bmaximum theoreticald ienstty established for theensi of rinit less than gmix
by the Rice Vacuum Pycnometer Method. The density of the AT8 shall be
determined by reans of test on cores taken by the Contractor for the
Engineer, but in no case shall it be less than one core for each normal
day's production. AddiVinal cores may be required by the Engineer in
accordance with Section 33-4. The use of equipment which results in
damage to the materials or produces sub-standard workmanship will not be
Permitted.
33-4 MEASUREMENT
Asphalt treated base will be measured by the ton.
3J-5 PAYMENT
Payment will be made for asphalt treated base on a per ton basis.
The unit contract price per ton for AT8 shall be considered full compen-
sation for furnishing all labor, equipment, materials, tools and sup-
plies and for all other costs including testing, producing, screening,
loading, hauling, and stockpiling the asphalt treated base agpregate,
furnishing the asphalt cement, mixing, hauling, spreading, compacting
the asphalt treated base, and all other work not set forth as bid items
in this cor.trert incidental to fulfillino the requirements of these
specifications.
SECTION 34 - ASPHALT CONCRETE PAVEMENT
3' '.01A PREPARATION OF ASPHALT SURFACE
Preparation of asphalt surfaces shall be in accordance with Section
34-3.01A of the Standard Specifications except as modified herein.
The existing paweTent shall be thoroughly cleaned by sweeping to remove
dust and foreign matter.
A tack coat of asphalt applied at the rate of .02 to .05 gallon per
square yard of retained asphalt shall be applied uniformly to all sur-
faces on which any course of asphalt concrete is to be placed.
The tack coat shall be a heated cutback asphalt, or emulsified asphalt,
mixing grade, as directed by the Engineer. The emulsified asphalt may be
mixed with water at the rate of 1 to 2 parts water to 1 part of emulsified
asphalt. The tack coat shall be considered as incidental to the cost of
the asphalt concrete.
All holes and small depressions shall be filled with an appropriate class
of alpha'! concrete mix by hand shoveling. The surface of the patched
area shall be levE'ed and compacted thoroughly.
Asphalt concrete pavement shall be "Class B" Ind conform to Section 34 of
the Standard Specification except as modified herein:
a. Pavirg asphalt used shall be grade AR-4000W.
b. Longitudinal joints between successive courses shall be later-
ally offset a minimum of twelve (12) inches.
C. Compaction of asphalt concrete shall be in accordance with
Secticn 34-3.09 of the Standard Specifications.
d. Section 34-3.05A of the Standard Specificaticns, Automatic
Controls, Batch Type Plants, shall apply to this project.
e. Section 34-3.10, preleveling for asphalt concrete, shall be
accomplished by the use of asphalt Concrete "Class B" placed
by a paving machine.
f. Unfavorable weather Section 34- .19. ,then, in the opinion of
the Engineer, the weather is such that satisfactory results
cannot be obtained, the contractor shall suspend operations
until the weather is favorable.
The asphalt concrete paving machine shall be equipped automatic screed
controls with Sensors for either or both sides of the paver capable of
sensing grade from an outside reference line such as a ski, sensing the
transverse slope of the screed, and providing the elect-ical Signals
which operate the screed to mainta Sn the desired grade and transverse
slope. The grade controller or sensor shall be constructed so it may be
fitted with a ski-like shoe or ride on the adjacent mat.
The slope controller shall be capable of maintaining the screed at the
desired transverse slope within plus or minus 0.1 per cent i., a 12-foot
width. The roadway shall be prepared in accordance with Section34-3.01A.
34-3.05A AUTOMATIC CONTROLS - BATCH_TYPE PLANTS
This section ;, the Standard Specifications shall apply to this
project.
34-3.08 SPREADING AND FINiSHING
In additiortn the Stand rd requirements, the asphalt concrete pav-
ing machine shall be equipped with automatic screed controls, with sen-
sors for either or both sides of the Paver, capable of sensing grade from
an outside reference line such as a SKi, sensing the transverse slope of
the screed to maintain the desired grade and transverse slope.
The grade controller or sensor shall be constructed so it may be fitted
with a ski-like shoe to ride on the adjacent mat, concrete cutter, or
string line.
The slope controller shall be capatle to maintaining the screed at the
desired transverse slope within plus or minus one tenth percent (0.1%) in
a twelve foot (12') width.
As asphalt tack coat (SS-1) shall be placed in accordance with Section 31
of the Standard Specifications. The tack coat shall be applied all
existing paveaent surfaces, asphalt or concrete and between successive
layers of Asphalt Concrete Pavement. The tack coat shall be considered
as incidental to the cost of the Asphalt Concrete Pavement and no sep-
arate paymen, xill be made for this item.
34-3.09 `^_-ACT,NG
Compiction of Asphalt Concrete shall be iccordar�ce with Section
34-3.09 of the Standard Specifications.
34-3.11 CONSTRUCTION C 'OURSES
The asphalt concrete paw` t s'111 be constructed as shown on th<plans and in accordance with th a section of the Standard Specifications
except as modified herein.
34-5 MEASUREMENT PAYMENT
Payer?nt for furnishirq and placing asphalt concrete class "8" and
"G" shall be made at the unit price per ton as set forth in the Proposal
and shall be full compensation for all labor, tools, equipment, riateri-
a% and incident,IS required to perform the work as specified including
the asphalt bike path. Any work which is essential to the construction
but for wwich no bid item is 'included in the proposal shall be considered
as incidental to the contract.
Incidental Asphalt Concrete shall be Asphalt Concrete "Class B" and
shall be used only at the direction of the Engineer for the restoration
of existing and new driveways, pavirg aprons for Storm drain cutfalls,
gutters and spillways, patching around manholes, valves, etc. Payment
f,,r furnishing and placing Incidental Asphalt Concrete shall be made at
- e unit price per ton as set forth in the Proposal and shall be full
compensation for all labor, equipment, materials and incidentals.
SECTION 36 - EXTRUDED CEMENT CONCRETr CURB
36-1 DESCRIPTION__
Extruded cement concrete curb shall be constructed as specified in
the Standard Specifications, Standard ?lan 6A except as modified herein.
36.2 MATERIAL'
Delete the sixth (6th) paragraph of this subsection.
36-3.02 MIXING AND PLACING
This section shall Le Supplemented by the following: the extruded
cement concrete curb Shall be bonded to the asphalt to
surface by
an epoxy adhesive suitable for bonding the two surfaces together and
"Proved by the Engineer,
36.3.04 TIE BAPS
Delete this subsection in its entirety.
36-4 MEASUREMENT PAYMENT
The extruded cement concrete curb will be measured by the linear
foot along the front face of the curb ano returns.
Payment will be made for the following bid item when included and shown
y particu.ar contract.
"Extruded Ce Concrete Curb,- per linear foot.
The unit contract price for the above item shall oe full compensation for
all costs of labor, tools, equipment and materials and for complete
i r;tallation in accordance with the plans and specifications,
SECTION 40 _ CEMENT CONCRETF CURB, CURB AND GUTTER
40-1 DESCRIPTION
Cement concrete curb and gutter shall be constructed in accordance
with the Plans and Section 40 of the Standard Specifications except as
modified herein.
Cement concrete curb and gutter type AA shall be per Standaro Plan No.
1.
40-2 MATERIALS AND FORMS
40-2.01 CONCRETE
Cement concrete curb and gutter shall be constructed in accordance
with Section 40 of the Standard Specifications (APWA) and shall conform
in shape to Standard Plan No. 1 except that it shall be constructed of 14
day Class 5 (1-1/2) airentrained Portland cement concrete, as per Sec-
tion 37, Standard Specifications.
40-3—CONSTRUCTION DETAILS
a. Joints shall be dummy joints at a maximum spacing of 15 feet
with expansion joint at beginning of curves, at curb returns
and driveways.
b. The sub-base for curb and gutter sections shall be compacted
to 95 per cent density at optimum moisture content before
placing the curb and gutter.
C. White-pigmented curing compounds will not be allowed.
d. The top of the finished concrete shall not deviate more than
one-eighth inch (1/811) in ten feet !101), or the alignment
one-fourth inch (1/4") in ten feet W1.
'
e. Where shown on the plans, the concrete curb will be ramped for
wheelchairs as shown on the detail drawing in these Special
Provisions.
40-4 MEASUREMENT AND PAYMENT
Measurement and payment will be made for such of the following bid
items as may appear in the proposal:
"Cement Concrete Curb and Gutter type" per linear foot.
Curb and gutter will be measured by the linen, foot along the fare of
curb for the actual length constructed.
Payment for furnishing and placing cerent concrete curb and gutter type
A4 shall b made at the unit prise per linear foot as set forth in the
P-oposal and shall be f..'1 cc-pensation for all labor-, equipment, mater-
ials and incidentals, including forms. Installation of wheelchair ramps
shall be incidental to this item and no separate payment will be made.
SECTION 41 - CEMENT CONCRETE DRIVEWAY AND ALLEY RETURN
41-1 DESCRIPTION
Cement concrete driveway shall be constructed at the locations
shown on the construction plans and where directed by the Engineer, and
shall be in accordance with Section 41 of the Standard Specifications
except as modified herein, and as shown on the plans.
41-2 rwTERIALS
Thy Portland cement concrete, joint filler and curing materials
shall conform to requirements outlined in Section 37, Portland Cement
Concrete Materials. The concrete mix shall be as specified for Class 5-
3/4 (1-1/4), and the slump of the concrete shall not exceed three and
one-half (3-1/2) ?nches and have a minimum design strength of 3000 PSI.
41-3 CONSTRUCTION DETAILS
11c1.01 EXCAVATION AND SUBGRADE
Excavation for driveways shall be considered incidental to the con-
struction of the driveway, and ro payment will be made the Contractor
there r.
Subgrade preparation for driveways and the required compaction
shall conform to the applicable requirements in Section 15-2.02 to pro-
vide a firm, unyielding subgrade acceptable to the Engineer.
41-3.02 FORMS AND FINE GRADING
Forms for the straight sections of the driveway shall have a minimum
thickness of two (2) inches and be equal to the nominal depth of the
concrete. Plywood of one (1) inch lumber may be used on radii. All
forms shall be securely staked and blocked to true line and grade.
A template shall he set upu, the forms :nd the subgrade shall be
fine graded to conform to the required section.
41-3.04 CURING AND PROTECTION
The curi g materials and procedures defined in Section 37 and 39
shall be used. The driveway shall be protected against damage or deface-
ment of any kind until acceptance by the Owner. Any driveway or alley
return not acceptable, in the opinions of the Engineer because of damage
or defacement, shall be removed and be re, 'xed by the Contractor at his
expense.
Before placing any roncrete, the Lontractor shall have on the lob
site enough prctective paper or equivaltnt to cover the pour of an entire
day, in event of rain 0- other unsuitahle weather conditions.
White pigmented compound will not be allowed.
41-4 MEASUREMENT
Measurement for cement concrete driveway will be made b the square
yard for all surface concrete driveway placed.
41-5 PAYMENT
Payment for furnishing and placing "Cement Cone,ete Drive Way 6-
inches thick' shall be made at the unit price per square yard as set
forth in the proposal and shall be full compensation for all labor,
tools, equipment, materials and incidentals required to perform the work
as specified. Any work which is essential to the construction but for
which no bid item is included in the proposal shall be considered as
incidental and the costs thereof shall be included in the pay items of
the proposal.
SECTION 42 CEM:NT CONCRETE SIOEWAJ.KS
42-1 DESCRIPTION
concrete
Section 42tof the Standardalk all be Specifications, excep dasnmod.-iednhereinh
and as per detail drawing incorporated within these Special Provisions.
42-2 MATERIALS
The concrete mix for the sidewalk shall be Class 5-3/4 (1-1/4) with
a water content ratio not to exceed 5.75 gallons and a maximum slump of 3
1/2 inches with a minimum design strength of 3000 PSI.
42-3 CONSTRUCTION DETAILS
a. Delete the last sentence, second paragraph of Section 42-3.03.
b. Dummy joints at five (5) foot centers shall be formed by cut-
ting a groove in the concrete with a tee bar after the concrete
has taken the initial set. The size of the dummy joint shall
be as shown on the detail drawing.
been cut, the sidewalk shall Once the durany joints have
Section 42. be furnished in accordance with
C. The sidewalk sha'l be divided into panels by scoring ane-
fourth inch (1/4") deep on five (5) foot centers r _nsversely.
d. Cement concrete sidewalks shall be constructed to a minimum
thickness of four 'riches (S") and to the width as shown on the
construction plans.
e. Panels and joints shall be similar to Standard Plan No. 14,
Type "B" of the Standard Specifications.
42-3.03A DEPREVED CURB (WHEELCHAIR RAMP)
At intersections where new cement concrete curbs are to be con-
structed, the Contractor shall construct depressed curbs. The depressed
curbs shall be constructed in accordance with the stands-d d- •ings and
as directed by the Engineer.
42-4 MEA>UREMENT
Measurement for cement concrete sidewalk will be by the square yard
for all surface of concrete walk placed.
42-5 PAYMENT
Payment for furnishing and placing "Cement Crncrete Sidewalk 4"
Th,'ck" shall be made at the unit price per square yard as set forth in
the Proposal and shall be full compensation for all labor, equipment,
materials, -nd all incidentals. Installation of wheelchair ramps shall
be considered incidental to and part of the price for the concrete
sidewalk.
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SECTION 44-6 - PAINT STRIPING
44-6.01 4" SOLID STRIPE
Painted pavement striping shall be installed in accordance with
Section 8-22 of the "Standard Specifications for Road and Bridge :., i-
struction 1977" of the Washington State Highway Commission. The Con-
tractor shall comply with the fo'lowing material specification for paint
Striping.
Traffic line Paint shall be furnished in accordance with the Speci-
fications-TF-Tormula W-77 (White) and Y-77 (Yellow). Copies of these
Specifications are available at the Washington State Department of
Transportation, Materials Laboratory, Post Office Boa 167, Olympia,
Washington 98054,
Bike Lanebol. A white painted bicycle symbol shall be placed on the
bike at ocations to be determined by the engineer at the time of
construction. The quantity shown is for the purpose of establishing a
unit price. Actual quantiti shall be determined in the field.
44-6.02 MEASUREMENT
"Paint Striping" shall be measured per linear foot of striping and
no deduction shall be made for the skip between stripes when me ,ing.
Bike Lane Symbol shall be measured in the field per each.
44-6.03 PAYMENT
Payment shall be made for "Paint Striping", per linear foot and
"Bike Lane Symbol", per each at the contract unit price as set forth in
the .proposal and shall be full compensation fG furnishing all labor,
tools, materials and equipment necessary or incidental for the comple-
tion of the work as specified herein.
44-7 THERMOPLASTIC PAVEMENT MARKINGS
This work shall : -sist of furnishing and placing thermoplastic
pavement marling upon L.te roadway surface for delineation in the form of
crosswalks, d`.rectional arrows, tr, letters, and stop bars, at the
locations shown on the plans in acc a with these special provisions
and the latest edition of the MUTCD, ur as direct by the Engineer.
Pavement markings as referred to herein shall comply with the following
definitions:
Crosswalks. Crosswalks shall consists of two solid lines of white
plastic materia; 8 inches in width parallel to one another and
separated by a minimum distance of 8 feet or as shown on the plans.
Traffic Arrows. Traffic arrows shall conf-m to tte details shown
on�p ans and shall be of white plastic material.
Traffic Letters. Traffic letters- shall conform to the details
Fc_vTn in a CD nd/or on the plans and shall be of white plastic
material.
Stop Bar. A stop ba• shall be a solid line of v.hite plastic
materi T 12 inches in width placed across the traffic lanes where
and as shown on the plans.
x.
112-1 Speed Limit 24" x 30"
W11-1 Bike Crossing 30" x 30'
Signs shall be mounted on treated 4" x 4" 11-foot long posts, and shall
conform to the requirements of Section 9-28.15(2) of the "Standard Spec-
ifications for Road and Bridge Construction", 1977 Edition, of the Wash-
in ton State Highway Commission. All posts shall be painted with three
(3) coats of exterior white paint.
44-P.3 CONSTRUCTION REQUIRNENTS
Signs are located on the plans. These are tentative locations
subject to change by the Engineer. The post lengths specified are
estimated for bid purposes only. Final lengths of timber posts shall be
determined in the field by the Contractor prior to fabrication.
All reflectgrized signs located up to 25 feet from edge of pavemen� sh811
be turned 3 out and those icoated more than 25 feet shall be turned 3 in
from the pavement edge of oncoming traffic lanes. All sign posts shall
be plumb and signs level. The signs shall be inspected at night bythe
Engineer, and if specular glare occurs from failure to install at 30 as
stipulated, the Contractor shall reinstall the signs at his own expense.
The post holes shall be of sufficient dimensions to allow placement and
thorough compaction of selected backfill material completely around the
post. Selected backfill material shall consist of earth or fine sandy
gravel free from organic mat' r with no individual particles exceeding
1-112 inches in diameter.
44-8.4 RELOCATING EXISTING SIGNS
Existing traffic control signs on the ^-oject shall be removed and
relocated by the Contractor as shown on the plans and as directed by the
Engineer. Relocation installati )n shall be in accordance with Sec Lion
44-8.3 above.
44-8.5 PROJECT IDENTIFICATION SIGNS
The contractor shall provide project identification signs as shown
on the improvement plans.
44-8.5 MEASUREMENT AND PAYMENT
The unit contract price per each for "Traffic Control Sign ifype and
Size)" and "Relocate Existing Sign" shall be full compensation for all
labor, tools, materials and equipment necessary or incidental to the
furnishing, placing, painting, stockpiling and relocating of traffic
control signs for the project.
The unit contract price per each for "Project Identification Signs"
shall be full compensation for all labor, tools, materials and equipment
necessary or incidental to providing, placing, maintaining and removing
at completion of project.
SECTION 47 - EROSION CONTROL
47-1 DESCRIPTION
The Standard Specifications shall be amended by the following:
Erosion control shall be placed on finished slopes not requiring
restoration in accordance with Section 71 herein.
47-7.01 TOPSOIL
Top soil will not be required on this project.
47 SEED
Setk x shall conform to the following specifications by weight:
C nial Bentgrass (Highland or Astoria) 10%
ed fescue (Iilahee, Rainier or Pennlawn) 40%
Blue Grass (Merion, Windsor or Park) 40%
English Perennial Rye 10%
See shall oe applied at the rate of 160 pounds per acre.
47-2.03 FERTILIZER
Fertilizer shall be commercial organic or inorganic fertilizer con-
taining the following proportions by weight:
total Available Nitrogen 10% (of which (:0% is de-
rived from 38% slow-
release ureaform)
Available Phosphorous
(Analyzed as P205) 20%
Available Potassium
(Analyzed as K20) 20%
Fertilizer shall be applied at the rate of 250 pounds per acre.
47-MO WOOD CELLULOSE FIBER
Mulch shag .onsist of wood cellulose fiber and be applied at rate
of 1,000 dry pounds per acre.
47-4 MEASUREMENT
The quantity to seeding, fertilizing and mulching will be based on
ground slope measurement in acres of actual seeding, fertilizing and
mulching placed and accepted.
47-5 PAYMENT
The unit contract price per acre for "Seeding, Fertilizinq, +nd
Mulching" shall be full co�pensation For all labor, tools, materials and
equipment necessary or incidental to the placing of the materials noted
herein.
SECTION 5C - MONUMENTS
This section of the Stdndard Specifications rill not apply to this pro-
ject and shall be deleted in its entirety. In its place the following
specifications shall be inserted.
50-1 DESCRIPTION
The work consists of furnishing and installing survey monuments,
bronze marker plugs, cast iron frames and covers at the points indicated
n the plans.
50-2 MATERIALS
All cast iron frames, covers, bronze marker plugs, and concrete
monuments will be furnished and_-set by the contractor .
50-3 CONSTRUCTION DET''1..AAALS'
50-3.01 REFERENCE POJKn
The Engineer r,01P1tS
reference all monument points in advance of con-
struction. The CoA for shall be responsible for saving and protect-
ing all reference until the monuments are set.
5050=3.02 SETTltrC OF MONUMENTS, FRAMES, AND COVERS
Upon the completion Of L,Z street paving through the first lift of
Class "B" Asp, It Concrete Pavement, the Contractor shall notify the
Engineer that the street is ready for r,numentation. The engineer will
set the required monument reference po.nta. The contractor shall than
set the monuments, bronze marker plugs, frames, and covers. Upon comple-
tion of the monumentation, the Contractor shall complete the paving
operation taking care to protect the line and grade of the monument case
and cover. The Engineer shall scribe the monument point upon completion
of the paving work.
50-3.03 DAMAGE TO MONUMENT
In the event the Contractor disturbs the monument, frame, and cover
in the process of completing the project, he shall immediately contact
the Engineer to check the monument. The Contractor shall pay the total
cost of checking and shall reset Lne monument or case and cover at no
additional expense to the City. The payment for checking shall he
deducted from the amount owed to the Contractor for his work on the
project. Failure to notify the Engineer of a disturbed monument by thw
Contractor shall bear ar, additional one hundred dollars (SIOO) penalty
to be deducted from amounts owed to the Contractor plus the cost of
resetting the monument.
50-4 MEASUREMENT AND PAYMENT
Payment for monuments shall be at the unit price per each as set
f 'th in the proposal. The unit contract price per •ach shall be full
compensation for all labor, tools, materials and - I inci�ental work
required for furnishing and installing survey monuments, bronze plugs,
`rames and covers complete in place at in accordance with the plans and
'cecifications or as directed by the Engineer.
c MON 52 - REMOVAL OF EXISTING STREET IMPROVEMENTS
52-2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT
Removal of asphalt concrete pavement upon any type of base shall be
incidental to unclassified excavation. The Contractor shall sawcut
pavemert as indica.ed on plar; or as directed by the Engineer. The
sawcutting of pavement stall oe considered as incidental to the pavement
removal and the costs thereof shall be included in other items of the
proposal. included shall be all roadway excavation and grading required
to reach t,: -aw grades and elevations and compaction of the existing
subgrade to 95 percent of maximum density measured in accordance with
Section 13-3.10E5 or such other density required by the Engineer.
52-2.05 REMOVAL OF CONCRETE CURB AND CUTTER
The full section of the concrete curb and gutter shall be removed
and disposed of as shown on the plans or as directed by the Engineer.
52-2.07 REMOVAL OF CATCH BASINS MANHOLES SUMPS CULVERTS ETC
Existing catch basins, sumps, storm drains, water mair and culverts
shall be removed and disposed of as shown on the plans or as 'irected by
the Engineer. All voids created by the removal of exisitnd strucutres
shall be backfilled with bank run gravel class B or with suitable ,lob
excavation iratcrial as directed by the Engineer.
52-2.09 WASTE DIfPOSAL
Shall be in accordance with Section 4-1.06.
5?-3 MEASI'REMENT AND PAYMENT
Payment for removing existing street improvements shall be made at
the respective unit prices as set furth in the proposal, and shall be
complete compensation for all labor, materials, and equipr#nt necessary
to perform the work including disposal. Removal of items nr things not
set forth in the Proposal shall be considered as incidental to the
construction and the casts thereof shall be included in ether items of
Vie proposal.
The exisitng corrugated metal culverts at the intersection fo Spring-
brook Creek and S.W. 27th Street wall be removed and disposed of by the
removing contractor. Payment for these culverts shall )e at the Lump Sum
Price bid as se* forth ,,,frt>he proposal for the Bid 1.M; ^e^cve Spri�,g-
brook/S.W. Nth street lvort�. All other cu ivertr-str9"11 to considered
as incidental to other items of construction.
I
SECTION 53 - ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH
GRADE
53-1 DESCRIPTION
The adjustment of existing utilities shall be accomplished in com-
pliance with Section 53 of the Standard Specifications except as modi-
fied herein.
53-3 CONSTRUCTION DETAILS
53-3.01 ADJUSTING OF MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES
No adjustment of ranholes, catch basins, inlets, monument frames,
sanitary sewer clean-outs, valve boxes and similar structures will be
permitted after the final lift of Class B asphalt concrete pavement is
completed. Prior to placement of the asphalt concrete leveling course,
the Contractor shall carefully check the finish grade of all such struc-
tures to make any final adjustments necessary. Care shall be taken in
placing the leveling and wearing courses to prevent damage to the casting
or to its position.
Adjustment of manholes, catch basins, sanitary sewer clean-outs and in-
lets shall be constructed in the same canner and of the same material as
that required for new construction.
Monument frames and valve box castings shall be solidly embedded in
either asphalt concrete or cement concrete in a manner approved by the
Fngineer prior to placement of the wearing course.
53-3.01H REPLACE EXISTING GRATES WITH SOLID RING AND COVER
Existing grates shall be replaced witn a solid cover as shown in
Standard Plan No. 42.
53-4 MEASUREMENT AND PAYMENT
Payment for adjusting each existing utility structure to grade
shall be at the respective Cit price bid per each as set forth in the
Proposal and shall be full compensation for all labor, equipment, mater-
ials, and all incidental costs necessary to complete the work. Adjust-
ment of rew manholes, catch basins, sanitary sewer clean-outs, inlets,
monument frames, valve boxes and similar structures shall be considered
incidental to each respective contract item. Asphalt concrete used to
patch around utilities shall be paid for as Class B asphalt, per ton
under the appropriate Proposal item.
Final adjustment for new san,tary sewer manholes shall be paid for at the
respective unit price bid per each as set forth in the Proposal and shall
be full compensation for all labor, equipment, materials, and all inci-
dental costs necessary to complete the work.
Final adjustment of structures which requires the removal of the cone and
the addition of vertical rings will be Daid for as "Shafting" per verti-
cal foot as set forth in the proposal.
Replacement of existing catch basin grates with solid manhole rings and
covers shall be paid for as "Replace Existing Catch Basin Grate With
Solid Ring and Lover", per each.
SECTION 54 - PAVEMENT PATCHING
54-1 DESCRIPTION
Pavement patching will be required on all trench crossing of exist-
ing roadway prior to construction of new roadway and wherever the line of
work crosses existing travel ways.
The Contractor shall remove all types of travelway surfaces as part of
trench excavation in accordance with the requirements of Section 61
herein.
54-3.01 GENERAL
The Contractor's attention is directed to the requirements of Sec-
tion 7-1.15 herein.
54-3.04 ASPHALT CONCRETE STREETS ON GRANULAR. BASE
Pavement patching material shall be Class "B" asphaltic concrete as
specified in Section 34, Standard Specifications. Crushed surfacing
material shall be as specified in Section 23 of the Standard Speci-
fications.
After backfilling and compaction to line and grade has been completed
four (4) inches of 5/8 inch minus crushed surfacing top course shall be
applied and compacted to the satisfaction of the Engineer.
The existing pavement shall be cut to a straight horizontal and neat
vertical line. This cut shall be made one (1) foot beyond the trench
shoulderline. The •ewly cut edge shall be painted with dilute asphalt or
SS-1 emulsion immediately prior to the placement of the patch.
Asphalt concrete Class B pavement shall be placed in one lift of two (2)
inch thickness over the previously placed layer of crushed surfacing.
The patch shall be rolled to a smooth riding surface, flush with the
surface of the existing asphalt. Immediately thereafter, all joints
between the new and original asphalt shall be painted with h-t asphalt
emulsion and be covered with dry paving sand before the asphalt solidi-
fies.
54-4 MEASUREMENT AND PAYMENT
54-4.01 ASPHALT CONCRETE PAVEMENT PATCHING
Measurement for asphalt concrete pavement patching will be made by
the square yard on the plane of the surface patched and will be based on
the actual length and width of '.�, pet—• 'rm"ent will be at the unit
contract price bid per square yard fur "As;nal� :oncrete pavement Patch-
ing" and shall be full compensation for all labor, materials, tools, and
equipment required in furnishing, placing and compacting the crushed
rock and asphalt concrete Class "B".
SECTION 57 - FINISHING AND CLEANUP
57-1 DESCRIPTION
Finishing and cleanup shall be completed in accordance with Section
57 of the Standard Specifications.
57-3 MEASUREMENT AND PAYMENT
Payment for finishing and cleanup shalt be per lump sum price bid
and shall constitute complete compensation for all labor, materials and
equipment necessary to carry out the cleanup operation.
57-6.02 RELOCATE EXISTING MAILBOXES AND STAND
The existing mailboxes and stands shall be relocated as shown on the
plans or as directed by the Engineer.
Payment for "Relocate existing mailboxes" shall be full compensation for
all labor, equipment, to.,ls and materials required to perform the work as
shown on the plans or as directed by the Engineer.
DIVISION III - SANITARY SEWER AND STORM DRAINS
SECTION 60 - PIPE, MATERIALS, AND TESTING FDR SEWERS, DRAINS AND CULVERTS
60-1 DESCRIPTION
All pipe used in this project shall be: (1) for the sanitary sewer
system - polyvinyl chloride (PVC) pipe or ductile iron pipe or nonrein-
forced concrete pipe as shown on the plans or as directed by the Engi-
neer;7M) for the storm drain sy tem - either nonreinforced concrete
pipeA r inforced concrete pipe* (Lorruggj�d alloy%of corrugated steel
pi all only be allowed as�� o ns. or
Pipe material, gaskets, and couylliing&s
ar hall be in accordance with appli-
cable sections of the Standd Specifications and as modified in these
Special Provisions.
60-3 MATERIALS AND TESTING
The Contractor shali require his pipe suppliers to furnish certi-
ficates signed by their authorized representative stating the specifi-
cations to which the materials or products were manufactured. Certifi-
cates showing nonconformance with these specifications shall be suffi-
cient evidence for rejection.
Approval of certificates shall be considered only as tentative accep-
tance of the materials or products, and such action by the Engineer will
not relieve the Contractor of his responsibility to perform field tests
and to replace or repair faulty materials, equipment, and/or workman-
ship.
60-3.01 PIPE MATERIALS
The storm drain pipe shall be constructed in accordance with Sec-
tion 60 of the Standard Specifications except as modified herein:
a. All fittings shall be of the same material and class as the
pipe.
b. All concrete joints shall be rubber gasketed.
60-3.01A CONCRETE PIPE, NONREINFORCED
Nonreinforced concrete pipe shall conform to ASTM Designation C14,
Table 1 (Class 3) and shall have flexible gasketed joints. The require-
ments of Section 60-3.01A of the Standard Specifications for per-
meability testing shall remain in force.
60-301F DUCTILE IRON PIPE
Ductile iron pipe shall conform to AW.IA C-151-76 (ANSI A21.51)
Thickness Class 52. The minimum thickness class shall be Class 52 up
through 12-inch diameter pipe and Class 51 for 14-inch diameter and
larger pipe unless specified otherwise by the Engineer. The pipe shall
be cement mortar lined and sealed with a bituminous material on the
inside, and shall have a bituminous coating on the outside. All linings
and coatings shall be in accordance with AW7,A C-104-74 (ANSI A21.4).
60-3.01H PVC PIPE
PVC pipe for the gravity sanitary sewer line shall be extra strength
plastic pipe conforming to ASTM D3034 - SDR35. Pipe shall be Johns-
Manville RING-TITE PVC sewer pipe or an approved equal. Pipe joints
shall be hell and spigot with flexible rubber ring gasket.
60-3.011 GALVANIZED CORRUGATED STEEL PIPE ARCHES
Galvanized corrugated steel pipe arches and coupling bands shalt be
in accordance with the Standard Specifications and shall be ARMCO HEL-
COR or equal with Treatment 2.
60-3.01J CORRUGATED ALUMINUM ALLOY CULVERT PIPE
Corrugated aluminum alloy culvert pipe and coupling bands shall
meet the requirements of the Standard Specifications except as modified
herein. All aluminum alloy culvert pipe utilized in this project shall
be Kaiser Aluminum Corlix pipe or approved equal. Annular corrugated
pipe will not be acceptable
60-3.02 JOINTING MATERIALS
60-3.02A CONCRETE PIPE
Flexible joints shall be rubber gasketed in accordance with Section
60-3.02A of the Standard Specifications.
60-3.02G PVC
3as'xets for the gravity sanitary sewer line shall be flexible rub-
ber ring gaskets. Asbestos cement manhole couplings shall be cast
directly into the manholes for connection to the PVC gravity sewer pipe.
60-3.02H1 CORRUGATED METAL PiPE
Gaskets shall be in accordance with this section of the Standard
Specifications or as approved by the EnO reer.
60-3.02H2 COUPLING BANDS FOR CORRUGATED METAL PiPE
Coupling bands for corrugated aluminum pipe shall meet the require-
ments of AASHO M196 and M197. Use band connectors with neoprene gaskets
or as directed by the Engineer.
60-7 MEASUREMENT AND PAYMENT
h Payment for sanitary sewers and storm drain fshhall be at,l the
tappli- `.
JpL'Sif i& du9%pepaA%e arforlCQ tfJh ps"ITl1 f010r�sfi t�I��efu fiyedmnen}3f 1,An
for the pipe, in place, complete, including clearing, grubbing, pavement
removal, excavation, trenching, backfilling, compaction, pipe, pipe lay-
ing ani joining, and testing, disposal of trench material to be wasted,
dewatering, all surface restoration and all incidental work necessary.
SECTION 61 - TRENCH EXCAVATION, BACKFILL, FOUNDATION b BEDDING FOP.
SEWER5, DRAINS AN
61-1 DESCRIPTION
Trench excavation and backfill shall be constructed in accordance
with Section 61 of the Standard Specifications except as modified here-
in.
61-2 CLASSFICIATION OF TRENCH EXCAVATION AND BACKFILL
Trench excavation and backfill shall be Class A.
61-3 CONSTRUCTION DETAILS
61-3.01 EXCAVATION
1_ The maximum permissible trench width for sanitary sewer system pip-2 5
,es shall be as shown in the plans.
The length of trench excavation completed ahead of the pipe laying opera-
tion shall be kept to a minimum. Should the maximum trench width be
exceeded, the Contractor shall furnish a stronger grade of pipe and/or
higher classification and amount of bedding mater°ai, as directed by the
Engineer, at no additional cost to the Owner. Trench widths narrower
than the maximum will be permitted. in all cases, the trerch must be of
sufficient width to permit proper ,jointing of the pipe and bkfilling of
materials along the sides of the pipe.
The Contractor s' all inform and satisfy himself as to the character,
quantity and distribution of all material to be excavated. No paymer.
shall be made for any excavated material which is used for purposes other
than those designated. Should the Contr?ctor exc=vate below the desig-
nated lines and grades without prior approval, he shall replace such
excavation with approved material, 'r an approved manner and conditions,
at his own expense.
The engineer shall determine the suitability of material to be used as
backfill. All unsuitable and excess excavated material shall be wasted
as specified by the Engineer.
The Contractor shall conduct his opetatior such that the maximur trench
width at the ground surface will not exceed the maximum limits set forth
on the plans.
No separate or extra payment of any kind will be made for storing,
handling, drying, wetting, hauling or manipulation of excavated mater-
ials.
Excavation at all time shall be kept free from wat,.r to facilitate fine
grading, the proper laying of pipe and structures and ,joining of pipe and
prevention of damage to completed Joints. Any and all required dewater-
ing shall be accomplished by wells and/or well point systems. Pumping of
water from within the excavation will be permitted. Water in the excava-
tions shall not be allowed to flow through the pipe or structures while
construction work is in progress unless special permission to do so has
been given by the Engineer,
The CoAractor shall ascertain to his own satisfaction the extent to
which water may occur, the nature of the material in which it will
appear, and the extent to which such occurrence of water shall affect his
bid.
Dewatering of the excavation must be controlled to prevent damage from
settlement due to possible lowering of the adjacent groundwater table.
It shall be the Contractor's responsibilty to study the soil boring
information and make his own determination as to the extent of control
necessary for groundwater and for trench stability. The Soils report was
prepared soley for the purposes of design and the Cuntractor shall not
interpret the information presented as requirements for construction.
The Contractor may wish to Provide for monitoring for settlement of the
adjacent areas for his protection. No separate or extra payment of any
kind will be made for any such monitoring, dnA-aqy costs associated with
monitoring, if provided, shall be included int he appropriate lump sum or
unit bid prices in the proposal.
61-3.01A EXTRA DEPTH TRENCH EXCAVATION
Several locations on this projer, require unusually deep trenches.
Where the average depth of t0 reged r .1 �-ench excavation between any two
sanitary sewer manholes e•. 's �w" a ,12) feet in vertical depth, a
payment for "Extra Depth Trench Exee%ation for 12 feet to 16 feet Deep
Trenches" will be made to the Contractor in addition to tLe unit contract
price bid for installed pipe. The extra payment will be for each lineal
foot of pipe successfully laid and tested between the manholes in ques-
tion.
For purposes of determining where the payment for extra depth trench
excavation is to be made, the average depth of required trench excavation
shall be defined as the average, calculated to the nearest tenth (0.1) of
a foot, of the depths of the two manholes at either end of the pipe run in
question, reasured from the invert of the pipe to the top of the manhole
cover, to the n, 'est tenth (0.1) of a foot. The length of the pipe run
shall be the distance between manhole centerlines measured to the near-
est tenth (0.1) of a foot.
Where sanitary sewer laterals are involved the average depth of required
trench excavation shall be defined as the vertical distance, measured at
the sewer main to the nearest tenth (0.1) of a foot, from the invert of
the sanitary sewer lateral in question, to the top of the manhole cover,
or to original ground, whichever is applicable.
Because all required storm drain constructic, is of a reasonably uniform
nature, no extra payment will be made for extra depth trench excavation
for storm drains.
61-3_ K ONTROI 05 WATER7
. f a •.e'rms specif�in shalt be consiZedas rep acing i � full
s¢cti,n 61`3.02; v C�
v
caIation at a), time shall a kept free om water to faci tate fine
gr ding, the prop laying of p e and structures and joining o ipe and
p e ention of damage to completed,joints. Any end all required water-
ing stiall be accomplished by welts nd/or well point Sys te S. Pump%y of
water from within the excavation ill net be permitt . Water ingt e
excavations shall not be allowed to flow through th ipe or structure
while construction work is in progres unless spesi 1'oermission to do so
has beer given by the En§in,er.
i
The Contractor shall ascertain to his satisfaction Me extent to
which water may occur, the nature of;t material in wh h it will
appear, and the,extent to which Such 9ccurr ,e of water shall ffect his
bid. A
Dewatering of the�xcavation (mist be control to prevent damage`\�rom
settlement due to polssible lowering of the adjacent groundwater tablet
It shall be the Conti tor's responsibility to st�dy the soil boring
information and make hi own determination as to the extent of control \
necessary for groundwater no for trench stability. The Soils report was
prepared soley for the pur ores of design and the Contractor shall not
interpret the information p sented as requirements for cQntstruction.
The Constrector may wish to pr ide for monitoring.for settle ent of the
adjacent/areas for his protecti . No separate or extrapaym t of any
kind Will be made for any such mon taring, and any casts associa d with
monitoring, if provided, shall be included in the appropriate lump sum or
11 bid prices in the proposal.
61-3.03 FOUNDATIONS AND BEDDING FOR SEWERS & DRAINS
61-3.03A FOUNDATION PREPARATION
Over excavation to remove unsuitable material shall be performed
only when so ordered by the Engineer. When foundation material is
required, all costs for procurement and placement, including removal and
disposal of unsuitable materials, shall be included in the unit contract
price per cubic yard for "Foundation Material".
All provisions for Section 61-3.03A of the Standard Specifications shall
remain in effect.
61.3.03C CLASS C EEODING
Bedding procedures and materials shall be in accordance with Sec-
tion 61-3.03C3 for "Class C" bedding and Section 61-3.03C5 for mater-
ials.
61-3.03DI BEDDING FOR PVC PIPE
Pipe bedding procedures and material for PVC sewer lines shall be in
accordance with Section 61-3.0301 of the Standard Specifications except
as modified herein.
The bedding material shall be clean, free-draining sand and gravel, with
all material passing a 1/2-inch square mesh sieve and a maximum of 2
percent passing a #200 square mesh sieve. The material shall contain
just sufficient fines to fill the voids and provide a homogeneous grada-
tion. The material shall be compacted to 95 percent of the maximum
density determined by the "Compaction Control Test" —ecified in Section
13-3.IGE5. The material shall be obtained from a selected by the
contractor and shall be subject to the prior acceptance of the Engineer.
Before backfilling with bedding material is begun, the trench shall
first be cleaned of all roots, loose stones, and other debris. Bedding
materials shall be placed only upon undisturbed earth.
The bedding material shall be mechanically compacted to obtain a firm
unyielding foundation.
The Engineer reserves the right to order, in writing, that the pipe
bedding material be omitted and no payment made, where in his opinion,
the native material has such properties that it may be used to adequately
bed the pipe involved. The Contractor is cautioned against submitting an
unbalanced unit bid price for piping bedding material since any or all of
the pipe bedding requirements specified on the Plans may be deleted
during construction. For this Contract, pipe bedding material shall not
be considered a major item as defined in Section 4-1.03.
Where the requirements for pipe bedding material is deleted by the Engi-
neer, the requirements for Class 0 bedding shall apply and all costs
thereof ,F 11 be considered incidental to the construction.
6i a.._,02 ,.. YY4 'UP '-Ak,,G,iT-D .".T/u_y JP
Pipe bedding procedures and material %,• the storm drain pipe,
bedding ;halt be in accordanre with Section 61-3.03C3 for Class C Bed-
ding.
The material shall be comps ted to 95 percent of the maximum density
determined by the "Cc.-pactiun Control Test" specified in Section 13.
3.i0E5 The material shall be obtained from a source selected by the
contractor and shall be subject to the prior acceptance of the Engineer.
Before backfilling with taddi� materiai is begun, the trench shall
first be cleaned of all roots, lc se stones, and other debris. 3edding
materials shall be placed only upon undisturbed earth.
The bedding material shall be mechanically compacted to obtain a firm
unyielding foundation,
The Engineer reserves the right to order, in writing, that the pipe
bedding material be omitted and no payment made, where in his opinion,
the native material has such properties that it may be used to adequately
bed the pipe involved. The Contractor is cautioned against submitting an
unbalanced unit bid price for piping bedding material since any or all of
the pipe bedding requirements specified on the Plans may be deleted
during construction. For this Contract, pipe bedding material shall nr+
be considered a major item as defined in Section 4-1.03. -
Where the requirements for pipe bedding material is deleted by the Engi-
neer, the requirements for Class D bedding shall apply and all costs
thereof shall be considered incidental to the construction.
61-3.04 CRIBBING AND SHEETING
Trench-bracing, cribbing, and sheeting is expected to be required to
prevent cave-in of the trench walls oc-clbsidence of areas adjacent to
the trench for most of the sanitary sewere,installation. It shall be the
sole responsibility of the Contractor to design and insure adequacy of
cribbing and sheeting.
The Contractor shall determine requirements for and place sheeting,
shoring and other trench restraints to preclude any and all trench bottom
heave and to provide a stable trench bottom which will not settle. No
separate or extra payment of any kind will be made for any such sheeting
and shoring and any costs associated with such sheeting anal/or shoring
shall be included in the appropriate lump sum or unit bid prices in the
proposal.
All provisions Gf Section 61-3.04 of the Standard Specifications shall
remain in effect and the Contractor's attention is particularly directed
to this section.
61-3.05 BACKFILLING FOR SEWERS AND DRAINS
Initial backfilling shall be performed only after inspection and
approval of the installed pipe. The initial backfill material shall be
carefully hand placed in strict accordance with Section 61-3.05 of the
Standard Specifications. Subsequent backfill shall not be placed until
the initial backfill is approved.
Excavated material free from mud, muck, organic matter and broken pave-
ment shall be used for backfill except where otherwise requested by the
Engineer.
Initial backfill material for the PVC pine shall be bedding matt, al as
specified under Section 61-3.03 and shall be hand placed to at least six
(6) inches above the crown of the pipe.
Subsequent backfill shall be excavated material placed in the remainder
of the trench above the initial backfill except as specified herein.
(1) Shoulders and Streets: Subsequent backfill shall be placed in
lifts not to exceed 8 inches in luose depth and each lift mechani-
cally compacted to at least 95 percent of maximum density as deter-
mined by the Compaction Control Test specified in Section
13-3.10E5.
(2) Unimproved Areas: Subsequent backfill shall be placed in lifts
not to exceed 12 inches in loose depth and each lift compacted to at
least 90 percent of maximum density. Unless otherwise ordered by
the Engineer.
If the native raterial is not suitable for use as backfill, bank run
gravel shall be used as required by the Engineer. Bank run gravel
material shall be as specified in Section 26-2 of the Standard Specifica-
tion for Class B gravel, and shall be utilized in backfillinq o` trenches
only when specifically ordered by the Engineer.
61-3.06 COMPACTION OF TRENCH BACKFILL
The terms specified herein shall be considered as amendments to
Section 61-3.06 of the Standard Specifications.
Each horizontal layer of backfill material shall be mechanically com-
pacted to 95 percent of the maximum density as determined by the "Com-
paction Control Test" specificed in Section 13-3.I0E5 of the Standard
Specifications. Compaction shall be obtained by means of mechanical
tamper or vibratory compactors. Water settling will not be permitted.
The Engineer will sample excavated material to determine suitability of
the native material for backfill use. If native material is found to he
compactable and within the tolerance range of moisture content, the
Contractor will be required to use the native material for backfilling.
The Contractor shall take any necessary steps to keep excavated material
from becoming saturated beyond the critical moisture limits and will be
required to replace any such saturated material with bank run gravel at
his ow, cost and expense.
The Contractor shall,excatg-test pits 'n the backfill as directed by the
Engineer for the puFq"e`of testing the backfill compaction. --4*--,twr_
option of-the-fn D -0eckfit) compac-
At the option of the Engineer, density tests may be taken on a
of compacted backfill immediately prior to placing the next lift.
All costs in connection with excavating test pits and for standby time
during field density test shall be considered as incidental to the back-
fill and shall be included in the unit prices bid for the various items
involved.
If the required compaction density has not been obtained, the Contractor
shall remove the backfill from the trench and recorpact using he,vier
compaction equipment or more passes. This process shall be repeated
until the Contractor has established a procedure that will provide the
required field density. The Contractor will then be permited to proceed
with backfillinq and corgacting the remainder of the pipeline under the
approved compaction procedure.
In the event routine field densities taken during the course of con-
struction show the specified compaction is not being obtained because of
changes in soil types or for any other- reason, the Contractor will be
required to re-establish his compaction procedure.
In no case will excavation and pipe laying operat'ons be allowed to
proceed until the specified compaction is attained.
All costs incurred in performing the required compaction of trench back-
fill shall be included in the unit contract price per linear foot for
each class, size, and type of pipe. Separate payrent for backfill
compaction will not be made as specified in Section 61-3.06A, Al and B.
61-3.06A WATER SETTLING
Water settling will not be permitted.
61-3.07 BANK RUN GRAVEL FOR TRENCH BACKFILL
If the native material is not suitable for use as backfill, bankrun
gravel Class B shall be used as required by the Engineer. Bank run
gravel Class B for trench backfill shall be from sources provided by the
contractor and approved by the engineer, and used only when specifically
authorized and directed by the engineer. Bank run gravel if used shall
be Class B as specified in Section 26-2, unless otherwise provided, or
as specifically approved in writing by the engineer. All Other provi-
sions of this section shall remain in effect.
61-4 MEASUREMENT AND PAYMENT
61-4.01 TRENCH EXCAVATION AND BACKFILL
All costs with the exceptions indicated in Section 61-5 herein
incurred in performing the required trench excavation and backfill, in-
cluding back£illing with select native trench excavated material, shall
be included in the unit contract price for each class, size, and type of
pipe. All costs of cribbing and sheeting, foundation preparation, dis-
posal of excess excavated material and compaction of backfill shall also
be included in the unit contract price fr• each class, size, and type of
pipe.
61-4.01C EXTRA DEPTH TRENCH EXCAV4TIUN
Extra depth trench excavation will be measured by the linear foot of
installed pipe between sanitary sewer manholes, where the average depth
of required trench excavation between manholes is :2 to 16 feet as
defined in Section 61-3.01A herein.
Payment at the unit contract price bid per linear foot for 'Extra Depth
Trench Excavation for 12 foot to 16 foot Deep Trenches' shall be full
compensation for ail extra labor, materials, equipment, and excavation
required to srccessfuliy install and test sanitary sewer mains and sani-
tary sewer laterals over twelve (12) feet deep.
It the average depth of required trench excavation as defined in Section
61-3.01A herein, is calculated to be exactly twelve (12) fee no payment
will be made for extra depth trench excavation.
61-4.02 BANK RUN GRAVEL OF TRENCH BACKFILL
If bank run grave` is required, measurement will be by the ton in
accordance with Section 21 herein.
Payment will be at the unit contract price per ton bid for "Bank Run
Gravel Class "B" and shall be full compensation for the procurement,
transportation, placement, and for the disposal of excess excavated
trench material. The quantity shown in the Proposal is for the purpose
of establishing a unit price only; actual quantities will be determined
in the field as work progresses.
61-4.04 FOUNDATION MATERIAL
If foundation material is required, measurement will be by the ton.
Payment will be at the unit contract price per ton for "Foundation
Material" and will be considered as full compensation for all costs of
procurement, transportation and placement, and for all costs of removal
and disposal of unsuitable materials.
The quantity of material required is not known; the approximate quantity
listed in the Proposal is arbitrary and shall not be considered as
indicative of the actual quantity required.
61-4.05 PIPE BEDDING MATERIAL
Bedding material shall be used only when called for by the Engineer.
When required the material shall meet the following grading require-
ments:
U.S. Standard Percent by
Sieve Size Weight Passive
inc '�6--1
No. 200 p
The Engineer reserves the right to order in writing or verbally that the
pipe bedding materia: be omitted and no payment made where, in his
opinion, the native material has such properties that it may be used to
adequately bed the pipe involved. The Contractor is cautioned again_
sup ling an unbalanced unit bid price for pipe bedding material, since
any o, all of tht pipe bedding requirerent specified on the Plan may be
deleted during construction.
Conversely, the Engineer reserves the right to order that pipe beddirg
material be installed if, in his opinion, field conditions warra-` the
use of bedding -aterial. For this contract, pipe bedding material sill
not be considered a major item as defined 'n Section 4-1.03.
Where the requirement for pipe bedding material is deleted by the Engi-
neer, the requirements for Class D beddinq in accordance with 61-3.03C4
of the Standard Specifications shall apply and all costs thereof shall be
considered incidental `o construction and included in other unit con-
tract items of the proposal.
Bedding material for the storm drain pipe shall be Class B or as directed
by the Egnineer.
Measurement shall be by the ton in place. Payment for pipe bedding
material will be made per ton as bid in the Proposal. The quantity shown
in the Proposal is for the purpose of establishing a unit price only;
actual quantities will be determined in the field as work progresses.
6161=4.07 COMPACTING EQUIPMENT
All costs of compacting equipment or its use shall be considered as
incicental to the contract.
61-5 PAYMENT
Payment will be made for the follL:'ng bid items:
"Bank Run Gravel Class B" per ton
"Pipe Bedding Material in place at" per ton
"Foundation Material installed per ton
SECTION 62 - PIPE LAYING, JOINTING AND TESTING
62-1 DESCRIPTION
Pipe laying, jointing, and testing shalt be in accordance with
Section 62 of the Standard Specifications, except as specifically modi-
fied herein.
62-2 MATERIALS
The materials shall conform to the requirements outlined in Section
60 herein.
62-3 CONSTRUCTION DETAILS
62-3.01 SURVEY LINE AND GRADE
Survey line and control hubs will be provided by the Engineer.
62-3.02 SEWER PIPE LAYING
Laying of sewer pipe shall be to the lines and grades indicated on
the construction plans, or as established by the Engineer, and shall be
in accordance with Section 62-3.02 of the Standard Specifications.
62-3.04 DEWATERING
Dewatering shall be in accordance with Section 62-3.Oa of the Stan-
dard Specifications.
62-3.05 BEDDING
Bedding shall be in accordance with Section 61-3.03 herein and
Sections 61-3.03 of the Standard Specifications. If the requirement for
bedding material is deleted, the Contractor shall provide Class D bed-
ding accordance with Section 61-3.03C4 of the Standard Specifica-
tions.
62-3.08 PIPE JOINTING
Mortar joints will be permitted only at manholes.
62-3.09 SEWER LINE CONNECTIONS
62-3.09C STORM DRAIN CONNECTIONS
Where shown on the Plans or as directed by the Engineer, connections
to existing storm sewers shall be encased with Class 5 (314) Portland
cement concrete. All labor, material, equipment and incidental costs
for such encasement shall be considered incidental and no further com-
pensation shall be made.
62-3.10 TESTING FOR ACCEPTANCE
The testing of the storm drain system will not be required unless
specifically directed by the Engineer. The storm drain system will be
inspected by the Engineer. Any departures from the best construction
practices, such as pipeline misalignment, presence of foreign matter in
62-3.10 TESTING FOR ACCEPTANCE
The testing of the storm drain system will not be required unless
specifically directed by the Engineer. The storm drain system will be
inspected by the Engineer. Any departures from the best construction
practices, such as pipeline misalignment, presence of foreign matter in
the catch basins or manholes, poor manhole or catch basin construction,
etc., shall be corrected by the Contractor at his own expense.
Continuous poor construction practice shall be cause to require complete
testing of the storm drain system. No additional payment will be allowed
if testing is deemed necessary by the Engineer.
Testing of the sewer system will be required. Prior to testing, the
sewer will be inspected by the Engineer. Any deparbires from the best
construction practices, such as pipe line misalignment, presence of
foreign matter in the sewer or manholes, poor manhole construction.
etc., shall be corrected by the Contractor at his own expense. Testing
will not be authorized until such corrections have been made.
62-3.106 INFILTRATION TES'
Should high around water conditions be encountered, the completed
sewer may be infiltration tested. Infiltration testing shall to uti-
lized only when ordered by the Engineer.
62-3.100 AIR TESTING
The Contractor may, upon approval of the Engineer, employ low pres-
sure air testing of the completed sewer. Air testing shall be in accor-
dance with Section 62 of the Standard Specifications.
62-4 MEASUREMENT
All pipe shall be measured by the linear foot of pipe installed and
tested and shall be along the pipe through the tees and fittings.
Measurements shall be from center of standard types of manholes.
62-5 PAYMENT
All costs of storm drain and sewer testing will be considered incidental
to the Contract.
SECTION 63 - MANHOLES FOR STORM Af.D SANITARY SEWERS
63_1 DESCRIPTION
Manholes ;hall be constructed of pre-cast concrete units in accor-
dai„e with Section 63 of the Standard Specifications and the plans. Type
1-46 manholes have eccentric reducing cone.
63-2 MATERIALS
63-2.02 STEPS
Manhole steps shall be constructed of galvanized deformed bars.
Refer to Standard Plan No. 41 for typical step detail.
63-2.08 CAST IRON FRAMES AND COVERS
!n addition to this section of the Standard Specifications, cast
iron frames and covers shall conform to Standard Plan No. 42, Standard
Specificat,..,ns except that, one only one-inch (1") hole shall be provi-
ded in lieu of the three (3) holes specified on Standard Plan No. 42.
Cast iron frames and covers shall be Oiympi `0�`,�oundry No. 5943, or ap-
proved equal , with no handle, and with the wofW"SEWER" in two-inch (2")
raised letters embossed on the cover of manholes in the sanitary sewer
system.
63-3 CONSTRUCTION DETAILS
63.3.02 BEDDING `
Bedding material shall be placed around the manhole up to the eleva-
tion of the springline greatest horizontal dimension of p'pe in cross-
section, of the connecting pipe.
63-'.10 3RADE ADJUSTMENT
Manhole cover frames for new sanitary sewers sha11 be installed,
::tilizing sufficient cones and rings, to allow for temporary adjustment
to grade during construction of sanitary sewer.
Final adjustment to grade of sanitary sewer manhole covers shall be
accomplished during ;treat construction according to Section 53.
Manhole covers shall be adjusted to an elevation six (6) inches above the
elevation of the su,rou^ding ground in unimproved areas.
63-3.11 CHANNELS
Channels shall be constructed in all sanitary manhole structures.
63-4 MEASUREMENT
Each manhole w'll be measured to the nearest one-tenth (0.1) of a
foot, from invert of the outlet pipe, vertically to the top of the
casting.
63-5 PAYMENT
Payment for manholes, as Shawn on the Plans, shall consist of a
basic price for each, plus a unit price per vertical foot for all depth
in excess of five (5) feet. Payment will be made at the unit prices bid
for:
17
"Sanitary Manhole, Basic X feet" per each
"Extra Depth Manhole per", vertical foot
.he Contractor shall include in the unit contract prices for manholes the
cost of furnishing all labor, equipment and materials necessary to suc-
cessfully install the manholes, including excavation, backfiii, all pre-
cast components, steps, ladders, adjusting brick, frame and cover, chan-
neling, stubs, plugs, rubber gaskets where required, and all pipe con-
nections. Bedding and foundation material, if reeuireo, will be paid for
in accordance with the applicable bid items of other sections.
SECTION 64 CATCH BASINS AND INLETS
64-1 DESCRIPTION
Catch basins shall be constructed in accordance with Section 64 cl
the Standard Specification Standard Plans No. 52 and No. 55.
64-2.01A FRAME AND GRATE
The frame and grate shall conform to standard plan No. 49.
6464-2.01B�ACK
Trash racks shall be Constructed in accordance with standard draw-
ing 8-26a.1 for Standard Grate Inlet Type 1 of the State of Washington
Standard Plans for Road and Bridge Construction, 1976.
64.3 CONSTRUCTION DETAILS
The location and grade of catch basins shall be staked in the field
by the Engineer. Backfill around catch basins shall be compacted by
mechanical tampers in accordance with Section 13-3.10E3 "Method B" of
the Standard Specifications.
64-3.01 GRADE ADJUSTMENT
Catch basin cover frames shall be installed on a minimum of two
courses of adjusting bricks or as directed by the Engireer. A11 bricks
shall be installed with full mortar coverage and shall be plastered to a
depth of 3/4 inch on the outer surface. Catch basic cover; shall be
adiusted to the elevation designated by the Engineer.
64-4 MEASUREMENT AND PAYMENT
Measurement for payment of all catch basins and trash racks shall be
per each. Payment of furnishing and placing catch basin Type I-C and
Type II-C Storm manholes and trash racks shall be made at the respective
unit bid contract prices per each as set forth in the Proposal, and shall
bl full compensation for all labor, equipment materials, including exca-
vation, backfill, frame and orate, adjusting the frame to final grade and
all other incidentals.
SECTION 65 - SUBSURFACE DRAINS
65-1 DESCRIPTION
This section is intended to cover only the collection and control of
subsurface water and does not apply beyond the point at which the water
is discharged into the storm sewer or other outlet.
65-2 MATERIALS AND TESTING
65-2.07 PERFORATED ADS PIPE
Performated ADS pipe and fittinos shall meet the requirements of
ASTM F405.
65-3.04 BACKFILLING WITH FILTER MATERIAL
65-3.04A FILTER MATERIAL
Filter material used as backfill shall comply with the following
requirements:
GRADING (% by weight)
% Passing 3/4" Square Sieve 100
% Passing 1/4" square sieve 30-60
% Passing No. 8 sieve 20-50
% Passing No. 30 sieve 8-30
% Passing No. 50 sieve 3-12
% Passing No. 200 seive (wet sieve) 0-1
Filter materials shad be crushed or natural granular material and shall
contain not more than 1% by weight of clay lumps.
65-3.04B PLACING FII-TER MATERIAL
The filter material Shall be damp when placed in the trench and
shall be deposited uniformly on both sides of the pipe for the full width
of the trench and to the horizontal diameter of the full length of the
pipe. The material shall be tamped in 4-inch layers to provide thorough
compaction under and on each side of the pipe. Succeeding layers of
filter material shall be deposited in 8-inch layers and be thoroughly
compacted to the depth shown on the plans, or as specified.
64-4 MEASUREMENT AND PAYMENT
65-4.02 PIPE
Payment for furnishing, placing, and testing each size of pipe
shown shall be made at the respective unit prices per linear foor as set
forth in the proposal and shall be complete installation; including
trenching, backfilling, compaction, connection to new or existing storm
drains or appurtenances, and disposal of trench material to be wasted.
The quantity as shown in the pr000sal is for the purpose of establishing
a unit price only. Exact quantities will be determined as work pro-
gresses.
65.403 EXCAVATION AND BACKFILL
( All costs for excavation for the subsurface drain system shall be
included in the contract unit price for the applicable pipe.
All costs in connection with the placing and compaction of select native
trench excavated material shall be included in the contract unit price
for the applicable pipe.
Should the engineer direct that imported trench backfill material be
used, payment will be made at the contract unit price for 'Bank Run
Gravel Class B" per ton, except no payment will be made for backfilling
with bank run gravel any areas in excess of the dimensions of the trench
as shown on the plans.
65-4.04 FILTER MATERIAL
Payment for "Filter Material" will be at the respective unit price
bid per ton in the Proposal. Payment will be considered as full compen-
sation for furnishing, placing and compacting the material. The quan-
tity as shown in the proposal is for the purpose of establishing a unit
price only. Exact quantities will be determined as work progresses.
j SECTION 66 - SIDE SEWERS
66-1 DESCRIPTION
Sanitary sewer laterals shall be installed as shown on the Plans,
66-2 MATERIALS
66-2.01 PIPE
Side sewer stubs shall be as shown and of the same material as the
sanitary sewer main and shall be constructed in accordance with the
standard drawing included with these special provisions and Section 66
of the Stardard Specifications. Side sewer stubs shall be located as
shown on the plans or as directed by the Engineer.
66-2.03 FITTINGS
Tees shall be of the same material as the sanitary sewer main and
shall be used only where shown on the Plans or ordered by the Engineer.
66-3 CONSTRUCTION DETAILS
66-3.01 GENERAL
Side sewer construction shall conform to all applicable ordinances
or regulations with respect to equipment, methods to oe used, protective
measures, size of pipe, depth of cover, number of users per pipe, permis-
sible connections, inspection, and testing.
Side sewer locations shown on the plans shall be subject to relocation in
the field after construction starts. Regardless of the plan location,
the Contractor shall place the tee or wye branch in the main sewer line
at any other location designated by the Engineer.
The Engineer will stake and indicate the depth for the invert elevation
of end pipe at the street margin or property line.
66-3.02 EXCAVATION AND BACKFILL
Excavation and backfilling for side sewers shall conform to the
requirements of Section 61, excepting that no backfill in excess of that
required to hold the pipe in true alignment shall be placed prior to
inspection,
Backfill shall be compacted by mechanical tamper in accordance with
Section 13-3.I0EJ "Method B" of the Standard Speci`cations.
66-3.03 PIPE LAYING AND JOINTING
Pipe layinc and jointing, except as hereinafter provided, shall
conform to the • quirements of Section 62.
Field connections to existing mains shall be at an existing manhole or
with an approved saddle as shown on the plars or as directed by the
Engineer. Field grafts will not be permitted
r Field connections to existing mains shall be at an existing manhole or
with an approved saddle as shown on the plans or as directed by the
Engineer. Field grafts will not be permitted.
Bedding shall in accordance with Section 61-3.03 of the Standard Speci-
fications ana shall be used as directed by the Engineer.
66-3.10 END PIPE MARKER
Side sewer Stubs shall be extended as shown on the plans and the end
shall be plugged and marked by 4" x 4" cedar post, five feet W) long
with two feet (2') exposed and painted white. The depth from the ground
to the invert of the pipe shall be noted on the marker.
Contractor shall maintain a toy of the location of each "de sewer and
prior t0 final acceptance of the project shall provide the Engineer with
a drawing showing actual location of each side sewer, together with
stationing and dimensions to the nearest downstream manhole.
66-4 MEASUREMENT
Measurement for sanitary sewer laterals shall be from the manhole
stub or drop connection tee to the end plug.
66-5 PAYMENT
Payment at the unit contract price per lineal foot for "8-inch
Sanitary Sewer stub with riser".
SECTION 68 - FINISHING AND CLEANUP FOR UNDERGROUND CONDUITS
68-1 CLEANUP
Prior to acceptance of construction, the Contractor shall remove
from the Owner's property and from all public and private property, all
temporary structures, tools and equipment, rubbish and waste or surplus
materials.
After all backfill has been completed, the ground surface shall be shaped
to conform to the adjacent surfaces. General cleanup of the entire
construction area shall conform to applicable requirements specified in
Section 57 of the Standard Specifications.
All guard posts and utilities, traffic signs, fences and mail boxes which
were removed or disturbed during construction shall be reinstalled or
replaced. Mailboxes and traffic signs snall be reinstalled immediately
after backfilling the trench.
Pi es, •takes monuments or other proRerty markers lying within the
const�uct3on easement w--il'1—be -re erence y Me sneer, and if said
marker interferes with construction they will be re-established by the
Engineer. Property markers existing outside of the construction ease-
ment which are displaced, damaged or destroyed shall be relocated by the
Engineer and all work including necessary su, veying, shall be charged to
the Contractor and deducted from payments otherwise due to him.
Shrubs and ornamental trees which are damaged or destroyed by the Con-
tras or s opera tion zn w ich were designated to be saved shall be re-
placed by the Contractor in species, size and grade by a healthy shrub or
ornamental tree acceptable to the Engineer, and the Contractor shall
guarantee the shrub or tree to live for a period of at least one (1)
year.
66-2 MEASUREMENT AND PAYMENT
'leanup and finishing shall be corsidered incidental to construc-
tiun and all costs thereof should be included in other bid items of the
contract.
SECTION 71 - PRIVATE PROPERTY RESTORATION
71-1 GENERAL
The scope of this section is limited to those areas where individual
property owners have improved their properties or the road right- of-way
immediately in front of their properties. It is the intent of this
section to provide for the restoration of these improvements exclusively
and not to provide additional contractor compensation for finishing and
cleanup.
71-2`RECONSTRUCTION PHOTOGRAPHS
The Engineer will make preconstruction photographs immediately
prior to initiating constuction in order to provide a substantiated
record of the condition of existing improvements. These photographs
shall be considered as indicative of the nature of the original improve-
ments in determining the adequacy or inadequacy of restoration.
71-3 INDIVIDUAL RESTORATION REQUIREMENTS
It will behoove the Contractor to take every possible precaution to
preserve the existing improvements. All damages to existing improve-
ments from the Contractor's operation, whether within the road right-
of-way or in private property, shall be the sole responsibility of the
Contractor to remedy. All such areas shall be restored to their precon-
struction equivalent to the satisfaction of the Owner.
71-3.05 MISCELLANEOUS
All utilities including but not limited to sewer, water, gas ser-
vices, telephone and power interrupted or uprooted during construction
shall be repaired, replaced and/or restored to the satisfaction of the
Owner. All guard posts, which are removed or disturbed during construc-
tion shall be reinstalled or replaced to the satisfaction of the Owner.
All costs of repairing utilities interrupted or uprooted, replacing
guard posts, traffic signs and mailboxes, shall be considered incidental
to the contract ano no separate payment will be made.
71-4 MAILBOX INSTALLATION AND RELOCATION
The Contractor shall be responsible for the temporary relocation of
existing mailboxes during construction and final placement of mailboxes
after construction. The contractor shall coordinate with the Post
Master in establishing acceptable locations and other requirements.
There shall be no separate payment for Removal and Relocation of exisitng
mail boxes. Compensation for all labor materials and equipment neces-
sary shall be included in other payment items.
0
TYPICAL SIDEWALK
DETAIL
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I
l2 4 Erpons,on Mpryroi
IN" R At Jomts V2•k 4'Espo W Canty Con:, Curbth GUMP
Score Luvs To Ba Rod.o1 To 1Mt",at
CurD9 Gutter -' - W I/4"R At JomU
l2'x 4" Esponsm Manrwi ;
--1-- III
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$Core Lines
,
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6
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4 1 4 PUr4vaf
$10rWYd Cam Con Curb —Slondord Gam COnG Cu•b B GW
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SECTION A-A SECTION 8-B
4
GENERAL NOTES
where Sidewalk is To Be
Curb a Gutter, The Joint
Shoji BeAecold joint EsVons, Placed
on Moerwa e
ShollBeRazed Al,All PT's 8, PCs
Of All Curb Returns, And It Shall Be Placed At Every Fourth SIAJwolk Panel.
The Concrete fills For t'.,.I.v+alks Shan Conform To The Regwrer.,ents Of
Class 5U I/21. Tins Mo., SIB:• P SIB,,, Bc 31/20...
ALTERNATE I
P
JPP
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EXPANSION JOINT
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3•N/N 'q 6
A"
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B•.
la"FOR WIDTH GREATER THAN 20•
,,�-E%PANSION JOINT(TVP.)
EXPAN�i
P II 10 �OFE
J � I
SECTION A'A
/ EXPANSION JOINT
ALTERNATE 2
I"
EXPANSION JOINT(TTP1
N
4
j a"
GENERAL NOTES 30'y �S<DA
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JOINTS Joint, soot) oe plaCed as shown CITY OF RENTON
or ps dir,Cted by the Endmen ENGINEERING DIMS ION
CONCRETE Concrete +hull ae IA cot Class 5(I-1/2) STANDARD COMMERCIAL
a.r sntrolasd Part)one Cemsnt CowCrers CEMENT CONC, DRIVEWAY
DESIGNED Rf!_ DATE I0_77,__
PROCEDURES All wore snot, be In aCCCrdanae w,th APW A. OR,WN R_
Plans and specification, or as direcud a7 Ap+ROVEO ��ve ----���^---
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WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
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CITY OF RE.NTON
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CROSS CONNECTION-BACKFLOW PROTECTION ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
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WATER STANDARD DETAIL
CITY OF RENTON
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CITY OF RENTON
'° ' •'[ DEPARTMENT OF PUBLIC WORKS
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17 '' d 1' WATER SERVICE
I an,•a u•viN mu.
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WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
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PLAN
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2" BLOW-OFF ASSEMBL
WATER STANDARD DETAIL
CITY OF RENTON
,P .� .<•-. DEPARTMENT OF PUBLIC WORKS
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1'p JR T •4� fG.04. Y fC' �... n!1.IM1..I q.
Z" AIR a VACUUM RELEASE VALVE ASSEMBLY
WATER STANDARD DETAIL
�--CITY OF RENTON
{ DEPARTMENT OF PUBLIC WORKS
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I' AIR & VACUUM RELEASE VALVE ASSEMBLY
WATER STANDARD DETAIL
C OF RENTON
" • ` DEPARTMENT OF PUBLIC WORKS
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rl
NOTE
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} ELEVATION
ELEVATION
18',20"AND 24'',
BUTTERF'.Y VALVE CHAMBER
WATER STANDARD DETAIL
CITY OF RENTON
°"° •<G,• DEPARTMENT OF PUBLIC WORKS
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I I
PLAN
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�Lo�•vrre rw "- r�<ywllt010t.tlle0r tyrY::';�:'• ♦rµ.r twN l�trll�
ELEVATION ELEVATION
12" GATE VALVE INSTALLATICN
WATER STANDARD DETAIL
CITY OF RENTON
r.. DEPARTMENT Or PUBLIC WORKS
CONCRETE BLOCKING SIZING PROLE OURE
• rvw�
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t ,..,.«NIISr. n.rr nm•Iti).^+!."•� FIGURE I
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came t,.,n vx.•-,_ __..rlFCN oONVC>t VERT� SEI-05 BLDCbNG,
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.),IY.Nr TABLE
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1 _— SIN ee1�51w Nm
i r SVM Ltl�p t1�0 v]Ibw tivt
ne n. [r la. [th�.rr er•Mrrx.rY... _
.•. 4;5 n.ere rr.r,er,xJ.r..,..I r 5 W ))b ).)b l.)IP
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TABLE 2
•re. ..r .vrl e 1 bal
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•SF n`� •p`[1[a rt.am
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WATER STANDARD DETAIL
CITY OF RENTON
^' DEPARTMENT OF PUBLIC WORKS
SIOc SEWER INSTALLATION INFORMATION
1
IVTEYt Of THESE EOLLOVINO POLICIES TO OBTAIN SAT15FACTORY VOAR MITM A
N•'-Ae nn V AY TO ALL PARTIES CDNCEANED:
build. _ The pipe e.tloding from the building drain and cprn.c,;rq to tree
sih
S S. - th:.t portion of the public sewer between "I." collection mires and
r � I_ yrcp.rtY 11M3-
Ins mat irn of side A011% other than as shown on attached dr..ings !111 requi«
m A II" e.inimum slat drawing showing proposed sewer, 1,e, luation,
Aiotnsipna, etc.
.. .-C'-e the strata RAW requ%ns an additional floe raN perm{, bond and
- ..t Iva per}erertl by Ileenad, banded contractor.
:.s will bA Performed On a first conw, first sereA basis. Calls received
'O :... • 9:00 A.., Inspatteen In the APlArmo, of that day as ached-
:.va.lawlllty Of personnel per.;b. Call,received between 9:OO a.. -
;"Pettlon fn the vorning of the following day as scheduling and
`,t• pi personnel permits. Calls received .(tor i2:OO noon - In....Ilion
.1z"'tnv, of the following day a schadullnt and era Uabiti[Y of ,,,owner
t .'1 pit v, yuan rate of rein spectlon QQn the same day for any work which is
r It Z-1, tl I of the ich<d.led Ins DC talon.
A9S 'Inc, sanitary building and side fees will be bedded in to.,
r ,.ere pf psa gravel and Initial bd0fill to a Point four inches over the
tit loss .111 be Pea gravel,
a d side St..,, will be tested floe. the Point of origin to and though
c r.n-ctlon by one of the following methods:
fill test
c:suee sir - APVA Specification 1971 Edition
.11 wryt ra min, tq.1oneri or material will in any way obstruct vision,
eornal traffic flow, adequate signs aril flagmen .111 be r<oul reel to
and pedestrians_ In addltion, the tollpwinO:
Street Maintenance 5vperintandent 235-2615
fire Deoartnant 235-2641
police Department 235-2600
Engineering OI.Iston 235-201
P.I1e1 Coevmmications Center 911
.. ->•ified 24 !gars Prior to any wort betnq Darformetl within the street
v, tha u< diffltult street crossings ^.sl be C.$tr led f mo
re than
- t!m.Dus operation, the "OrIa+in9 Division will rdsavor to provide
vect.r Curing lath Phase Of cpnstruction, to lo.g as the Crgirearing
is cortacted 24 hmIrs to advance at 2)5.26)1,
-} ,, sReet tr.nc Ae. will be cpMacted to 95% maximum dry density. Com-
as.t may w regvired at the option of the Ir;;;"er. Ali costs for
nl It for acmpact 0, will as paid for by the Contratror. Amy auastionvble
cl . 1 M wasted at the direction of the Engineer and re Diaced with select
. ;it as specified In "Standard Spetiflcalions for Mun;cf Dal Public
I.. ...,:ion" Bill Edition.
.t:on Of tonrec?;-n to public fewer gins, where septic tanks have
., served the prpper)y, the owner frail either, ab.mdoC and fill Lid
.-\ ul,.. a suitable material or wi lably clean aid septic lank to use
., c. .It'!. adjoi.l.g draip field systems }pr the dtsposal of >to rw
SEVER 4AADE RELEASE
19
Attached legal Description
said property situated in King County, Washington; for and in consideration of a
permit to construct a side sewer to connect these promises to the City Serer Kiln at
less then minimum grade of 2S according to City of Renton Ordinance 1552 and as
amended by Ordinance 1721
do hereby agree to 1Mennify and save harmless the City of Fenton from all future
da,ta gas resulting from such conntctlon.
THIS AGREEMENT shall be a covenant running with the lard and shall be binding
upon all Partin and their heirs and assigns forever.
IN WITNESS WEHREOF hereunto sot hand and
seal the day a yean�r 7frst aSove rrt•ten.
(SEAL)
_(SEAL)
STATE OF WASHINGTON I is
COUNTY OF KING )
On this _day of_ , 19_, personally appeared before ee
to me known to be the indiri6fl described in and wh? executed the within lnatfw.
ment and acknowledge that F— signed and sealed the same as _
free end voluntary act and�ea o�the uses and purposes therein nentloned.
IN WITNESS WHEREOF, I have hereunto set ny Nand and affixed arty official seal the day
and year in this certificate first above written.
Notary Public in and for t o State 0
CORPORATE ro.w. Washington, residing at Renton
STATE OF WASHINGTON ) ss
COUNTY OF KING )
On this day of , 19_, before me personally appeared__
to we known to be the
-- of'lT+e corporation that execuC t,eed-' ..iEFTn—
Tnstrunent, and ack noWledilt the saTTTnstrwot to be the free and voluntary act and
deed of sold corporation, for the uses and Wrposes therein mentioned, and each on oath
Stated that he was authorized to extcutt said instrument and that the seal affixed is the
corporate seal of said corporation.
Notary public In and for the State o
Washington, residing at Renton
N
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TYPICAL BUILDING SEWER INSTALLATION PLAN
PLAN r . . ..
BUILDING DRAIN
FOR LOW MOUSES 1. ..
PLAN
RU�LOING SEWER
�Y5TALLATION
SEWER STANDARD DETAIL
CITY OF PENTON
•m 10 ac.0 DEPARTMENT OF PUBLIC WORKS •: {�•5• \�
i
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'^O
6' SIDE SEWER AND 8UILOWG SEWER
PLAN
n (
:ONCRETE BLOCKING
AN'd-E Of TEE AT Mglh OVER 25'
ELEVATION
SIDE SEWER CONNECTION TO EXISTING MAIN
ELEVATION
( 3
TYPICAL SIDE SEWER
ELEVATION
SIDE SEWER INSTALLATION
SEWER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
V�..(Vy!• •ply
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PLAN --—• (,,«.,.t CLEANOUT
DROP STRUCTURE wY
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SAFETY STEP LADDER
\` f � 1=..i1_ —LOtt.,,q•Naan"r tYRt.
SHORT MANHOLE
i
LESS THAN 7' 0" DEEP Mwaw%,.: ....:,,,.(.,<.:, '•�"y%' rye$
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INNL r9 ArY•(/fir(0 w Iw)vrn 11
w[rttn rN NI)Ih I n.a( N MLCYMt PIPE BEOGIR6
N.nmI Ia,•,Yu me.%�+(Nr FOR K RPE-• ..r ,ubNf INa40.'•.,.r...,�rfn4l wW s
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tW M}Po.NI(.tR tt(
. —tLI(o s'ss.to.er.0 wMt•.uo ORMNARV PIPE IIEDOWD
' tn4•un%uv oW .tun«n4e FOR CA" LANDER MKS
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I 46.11.1111,N
Y 1.N(ems« tI To 'ggq}ff
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STANDARD MANHOLE "r(''ti'`«"""w!"' CONCRETE ENCA5EYE4T
t«tYi{nll. K.
MINIMUM 7'-0' DEEP " a`p""'•wN"" PIPE BEDDING CLASSES
SEWER STANDARD DETAIL
CITY OF RENTON
reT ¢scut DEPARTMENT OF PUBLIC WORKS
1. L\L IW mw•4•NI\Iw pi\YL N
{l•Y..i YYtlMI.ilY{u.lYx
ta.IK p al .IMtt Nl•NIYI
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9I � l IGv41 rWW Gpn4 tpn{(,:K
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:via Nr:W4 tpWK.
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•1. � •.•IYJ.I''.-`�. / � � \w.[prYi r4I rK..(Mw.r:4.~14... 1 I I L 4w 4\1Y1t
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4�,hi' -���Gi• •h.rK• �1WNa[Mpn Krq Ni,M lN'5101 tm.u.
I.$ K L TTpfJL YIM:V. .....GEVENT
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'UYuc YO..S,OTSr[. LL1pY.T6 $IIYL
e[ sJeY TTFD +o *M mlR .E.T
re. .rr.ov.t. PRIVATE SINGLE FAMILY LIFT STATION
SEWER STANDARD DETAIL
CITY OF RENTON
�' -( DEPARTMENT OF PUBLIC WORKS LYr-- aso
NNW Yn{- Tt.1.'1 rY uY N)Nt3.)RI. .Y t Illf T�4 a.fn.t dnT fw\Y41N.NiY.r.T IN uM1+R Y.ri
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4 W1 PLAN
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ELEVATION I
PRIVATE MULTI-FAMLY LIFT STATION
SEWER STANDARD DETAIL _
CITY OF RENTON
=�1 DEPARTMENT OF PUBLIC WORKS
���-_ alM,I. NU
(Non-FNMA niy)
l
CITY OF RENT04 CALL FOR BIDS
Sealed bids will be received until 2:00 p.m. , at the
City Clerk's office and will be opened and publicly read in the 4th Floor
Conference Room, Renton Municipal Building, 200 Mill .eve. South.
"'he work to be performed under this contract shall include: The full and complete
installation of the facilities required for the improvement of East Valley Road from
S.W. 41st Street to S.W. 16th Street, S.W. 16th Street from Raymond Avenue to Fast
Valley Road, S.W. 19th Street from Raymond Avenue to East Valley Road, S.W. 27th
Street from Valley Parkway to East Valley Road to include, but not be limited to,
storm drainage, curb and gutter, sidewalk, illumination, traffic signalization,
water, sanitary sewer, lift station and complete restoration. All work shall be as
set forth in the design drawings and specifications.
Any Contractor connected wit`^ this project shall comply with Federal , State, County
and City codes or regulations applicable to such work.
The City reserves the right to reject any and/or all bids and to waive any
and/or all informalities.
Approved plans and specifications and form of contract documents may be obtained
at the Public works Department office at the Renton .'4unicipal Building fv, a
deposit of S each set plus $ to cover postage, if mailed. The
deposit will be upon return of the Plans and Sicciii_ations in good
condition within thirty days after bid opening. The mailing charge will not
be refundtd.
A certified check or bid bond in the amount of five (5) percent of the total
amount of each bid must accompaiy each bid.
The City's Fair Practices and Non-Discrimination Policies shall apply.
Delores A. Mead, City Clerk
Published:
J
✓ONES B. D..E --
. ,
`CCB�11.•.�B«BW6y BNEET.xnreEn__
r .f� vvlth iCJe /uc(rti�, fJcs1 ttq, �5iytr
o-wt h7 , GJ n cY7 _cs nc66 z(e -
vrw cll-cr?-nnq e
^i cirt !i'tvLc�J �„ Y4 C f/e c titL i s i ern
i
� r7a/ 9�st'r�m.
i
CITY OF REDII'Oh CALL FOR BIDS
Sealed bids will be received until ::Oo p.m.,
City Clark-.- office and wi 11 be opened and pub l ul r �--
Conference Room, Renton Municipal Building, xt the
Y ead In the ath Floor 8, 200 Mill nve. South.
The work to be Performed under this contract shall Include:
The City reserves the right to reject all bids
and/or all informalities. any and/or
and to waive any
Approved plans and specifications and form o
at the Puoiic Works Department office a
deposit of j t m ofi contract dcivalnts may be obtained
deposit will--.� each set plus j P Building
be re unded u CO 'ever posts f°r a
condition within thirtyPun after
bid the Plara and Specifications can good
be refunds d. days after'bid .,pening. The mailing charge w Ill gnot
A certified check or bid bond in the amount of five
(S) percent of the total
amount of each bid must accompany each bid.
The City's Fair Practices and Non-Discrimination Policies shall apply.
Delores A, Mead City Clerk-'--_
Published:
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 Nall, until 2:00 o'clock p.m..
on_the date sDecif ied in the Call for -ids _--
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 app'aximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The Citv reserves the right
co 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 Sid price far any Stem must include the performance of all work
necessary for ompletion 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 s_.
7. A certified check or satisfactory bid bond made payable without reservation
to the Director of Finance of the Clty of Renton in an amount not less than
5% of tht ca tal amoun- of :he hid shall accompany each bid proposal. Checks
will be returned to unsuccr^^rul bidders immediately following the decision
as to will be
award of contract ak of the successful s a tory bidder satisfac
returned
ned provided he enn r contract ano furnishes
performance bond covering 1 amount of the work within ten days after
receipt of notice of intentio., to award contract. Should he fail, or
refuse to do so, the check shall be forfeited to the City of Renton as
liquidated damage for such failure.
S. All bids must be self-explanatory. No opportunity will be offered for oral
explanation except as the City may request further information on particular
i 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.
CARZ6II '-A"
CITY of sEre::A
l SUMMARY OF FAIR PP.1":
J ADOPTED BY RESOLUTION N0. IJAU
The policy of the City of Renton is to promote and afford equal
treatment and service to all citisena and to assure equal employ-
ment opportunity to all persons regardZeas of race; creed; color;
ethnicity; national origin; sez; the presence of a non-job-re Zated
physical, sensory, or mental handicap; age, or marital status.
This policy shall be based on the princip Zes of equal employment
opportunity and affirmative action guidelines as set forth in
federal, state and local laws. All departments of the City of
Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES - All activities relating to employ-
ment such ae recruitment, ee Zecti an, pr Jmotion, termination
and training shall be conducted in a non-di.a art Minatory
manner. Personnel decisions will be based on individual
performance, staffing requirements, and in accordance
with governing Civil Service Laws and the agreement
between the City of Renton and the Nashington State
Council of County and City Employees.
(2) COOPERATION WTH HUMAN RIORT:: ORGANIZATIOAS - .The City of
ern wt cooperate u y wti ¢ organisations and
commissions organised to promote fair practices and equal
opportunity in employment.
.r BJ AFFIRMATIVE ACTION PROGRAM - The City of Renton,Affirmative
Aetton Program wt a matntainsd to foci Zitat• equitable
representation within the City workforce and to assure
equal employment opportunity to all. It shall be the
responsibility and duty of all City officials and employees
to carry out the policies, guidelines and corrective
measures as set forth by this program. Corrective
employment programs may be established by the Mayor on
the recommendation of an Affirmative Action Committee for
those departments in which a protected class of employees
is under-represented.
(9) CONTRACTORS' OBLIGATION - Contractors, subcontractors and
supplie-s eon ucting umines& with the City of Renton
shall affirm and subacribe to the Fair Practiote and Non.
Discrimination policies set forth by law and in the
Affirmative Action Program.
Copies of this policy shall be distributed to a:Z City employees,
shall appear in all operational documentation of the City, including
bid calls, and shall be prominently displayed in appropriate City
facilities.
CONCURRED IN by the Ct AN Council of the City of Renton, Washington.
this Zed day of June 1980.
CITY OF RENTON: RENT/OON CITY COUNCIL:
]
J E 1.ayor Council President
Attest:
Issuedt July 10, 1972
Revised: February 9, 1976
q Clerk Revised: June 2, 1980
CERTIFICATION BY PROPOSED CONTRACTOR, Si'BCCNTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY
N aa'e O [1me Ont castor
ro)eer Name
/ INSTRUCTIONS yC(64.�
This certificaticn is required Pursuant to Federal Executive Order 112s8. The
regulations provide that Any bidder or pz.speceivs contractor, or any of their zmPlementinq rules and
and suppliers, shall state ae en initial Part of the bid or negotiations of
participated in any previous contract or subcontract sub' and
.'whetheutcontraito rs
10, whether it has filed all compliance re lect to the the contract whether it has
ports due and equal opportunity claws; and, if
The City under applicable bla instructions.
[y has heretofore adopted Resolution Acti under date of June 2, 1980, amending a
Policy,• es implemented by an •Affirmative Action Progrem' therein emending the lie
Reason to promote and afford equal treatment and a 9 'Fair Practices
O Rportunity based on ability end fitness [° all [.uses to all citizens and t0 y °f the City of
national oriq in; sex; the Persons regardless of rat d; col equal employment
marital statue, This sex; lers
Presence of A -In-job-related e: creed; color; ap- an. or
conducting business with lthe City cy shall
lo likewiseton apply
to allphysical,contractors,sen subcontractors
or mental handicap; aoe or
!n turnehell affirm andbsubscriberloasaid nd upreetices
end policte a. The aforementioned toned provisions shall not apply to contracts or subcrnto eta
c ommerciel suppliers or raw materials or firms or organizations with lea. then ei
Contracts Of less than j10, for standard
000 basins se per annum with the City, gzt employees or
When the Lon[rector/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by
the City Of Renton to submit an Affirmative Action Plan, the minim N acceptable
employment will be that percentage which is currently listed in 'Appe ndlx I'
Ttmetab las) in (City oentege of minority
avail the Published City of Renton Affirmative Action Program, i.e. 9c1\Y oTh This Goals and
able for review at
the Municipal Building.
Program is
The undersigned contractor therefore covenants, stipulates and agrees that during the
this contract he rill not discriminate against any person in hiring,
sating or any other term or condition of emploY�nenc, b Performance of
the (11) categories y reason of ch rPerson, dta charging, compen-
9 as listed in pars. 2 above. Person, atatg+, eference
Contractor further agrees Nat he will cake affirmative and continuous action to immure with ..uch policy and program .n all respects; it being strictly understood and a
comply with any of the terms of as id full failure
ante
contract. provisions she11 De and constitute a material breachthattofa this
e to
information
shall, upon request and/or as soon as Possible hereafter, furnish unto
contrma tion and reports required by the City to determine whether full comol lance hen
contractor with said the City any and all
accounts Policy and program and contractor will permit access to been made by the
by the City for the purpose of investigation to ascertain such s to his books, records and
Contractor further acknowledges that he ha. received • true and complete opy of the Cit
P ractleea Pol,_y,`
y'a 'Fair
CERTIFICATION BY: CONTRACTOR on[r act ant stetson N i
_, or SUBCONTRACTOR or SUPPLIER
i NAME:
ADDRESS;
REPRESENTATIVES: �'—'---
TITLE:
1. Contractor/Subcontractor/Su PRONE;
tor/Supplier has p to the Equal Opportunity Clause, Participated in a previous contract or subcontract subject
2. Compliance reports were required to be
__yes No tilled in connection with such contract or s
ubcot -
3- Contractor/Subcontractor/Supplier has filed all compliance -sports due under application
instructions: _Yes NO
4- If gnawer to it. 3 is 'No•, Please explain in detail on reverse side of this certification.
CERTIFICATION: The in forma lion above is` true and completes LO the beat Of ory knowledge and belle[.
Name an Trt e o Signer p ease type or P Ict
-- 3zgnatvre — D.te
Reviewed D Oate
y City Authority:
see. 6/24/80 pater
CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT`I
Certification with regard to the Performance of Previous Contra" s or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
Reports.
The bidder _, proposed subcontractor hereby certifies that he has
has not , participated in a previous contract or subcontract subject to the
equal opportunity clause, :s required by Executive Crders 10925, 11114 or
11246, and that he has has not , filed with the Joint Reporting
Committee the Director of the Office of 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 <pplicable
filing requirements.
By:
it le
Date:
Note: The above certification is required by the Equal Employment Opport�mity
Regulations of the Secretary of Labor (41 CFR 60-1.7 b( ) and must be
submitted by bidders and prapo;ed subcontractors only in connection with
contracts and subcontracts which are subject to the equal oplortunity clause.
I Contracts and subcontracts which are exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.5. (Generally only cortracts or subcontracts of
I $10,000 or under are exempt.)
Currently, Standard Farm 100 (EEO-1) is the only report required by the
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in r
previous contract or subcontract subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents
the award of contracts and subcontracts unless such contractor submits a
report covering the deliquent period or such other period specified by the
Federal Highways ,Administration cr by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
Bidder is to indicate by check mark which of the foliowin
bid package, and is to sign the certificot�o, for that specifices tat es per
men[tai,is to this—_
a) It is hereby certified that the bidder is exempt from the City-$
Affirmative Action Plan requirements becaus-:
"Average annual employment level is less than eight permanent employees,
and the total contract amount with the City during the current year is
less tha^ $10,000."
Company BY: Date
(�
OR LJ b) It is hereby certified that an
approved
file with the City of Renton. and that
said t z1n
timetables which are valid for the curr Plan specifies goals and
ent calendar year.
Company --�__
BY: Date
Title'__"—.
OR c) It is hereby certified that 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 utilizati, :; of minorities and females by job classification
2) Coals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
BY: Date
-- Title
OR d) '.t is hereby certified that an Affirmative Action Plan
to the City of Renton within five (S) working days of r will eceip be supplied
t of
notification of low-bidder status. Said Plan will be subject to review
it will include:and approval the City as a prerequisite to the contract award, ar.d
1) Present utilization of Minorities and Fcmales 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.
Cempany
BY: Cate
Rev, 9/9/75 —_ TiUe --
PARTICIPATION CER72FICATiON: Rev. 10/80
MINORITY BUSINESS ENTERPRISES (MBE) J e
J and ''��II�e��wvv
4'01LENS' MINORITY BUSINESS ENTERPRISES OWMB^y)
(BUSINESSES OWED AND OPERATED BY k'D�)
The Contractor agrees to use his best efforts [o carry out a
of his subcontracts, agent agreements and Procurement car[
extent to utilize minority Policy he the award
y business enterprises consistent contracts
th [heteff efficient
perfotmanca of this contract. As used in this contract, the to
business enterprise" means a businessber , a[ lea,[ 50
minoritygroup hi "minority
51 pe rc en oE [hemstockor# in which en case of b ,percent of which is owned by
Publicly owned businesses, at least
of this definition,'took
roe y minority members. For th Surnamed American minority group members are Gomer, Negroes, S e perking
Surname and American
American Orientals, American :rid Sans,Spanish Speaking
aerican Aleuts. The City will consider sworn affidavits American
by subcontractors in advance of contract award as one means of establis5ing
minority status In accordance with crater is cited above.
To be eligibl, for award of this contract, the bidder must execute and submit,
as a part of the bid, the following certifncatlon which will be deemed a
Of the resulting contract.e rrlflcatlA bidder's failure to submit this tart if ica[Son
or submission of a False con shall render his bid nonrespoicatioar[
hINORITY BUSINESS ENTERPRISE CERTIFICATION
� me Certifies that:
Name of Bldder(s)---
(a) it (does) !does not) intend to sublet a portion of the contract work and
(ha a) (has not) taken affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
(b) the contacts made with potential minority business enterprise subcontractor,
and the results thereof are 1lsted ben ow. Indlcate whether THE or WMBE
and identify minority group. (If necessary, use additional sheet.)
1. 118E Min_Or. WMBE
(Name of Firm, BSd Ite_-- m,Results of Contacts) J
2.
3. ___.� ❑ __ _
El
4.
/1 Mr./Ms. El
the liaison officer for the administration has been designated as
Program for this firm, of the minority business enterprise
NON-COLLUSION AFFIDAVIT
STATE OF WASHINGiON )
COUNTY OF ) SS
being duly sworn, deposes and Says, h
who submitted the fore oin y that he is the identical Person
genuine and not sham D9 g Proposal or bid, and that such bid is
behalf of do collusive or made in the interest or on
deponent has notPerson
inauceereind orod. and Solicitedranyrother that the
on
the foregoing work or equipment to put in a sham bid, or any other
Person or corporation co refrain from bidding, and that depc,.ent has
not in any manner sought by collusion to secure to himself or to any
other person any advantage over other Bidder or Bidders.
SIGN HERE:
Subscri Ded aed sworn before me this
__ day of
Notdry Tub Icin an for the State of
residing at
therein.
{ffaq)
CERTIFICATION RE: A�SIGNM,c
NT OF
ANTITRUST CLAIMS TO PURCHASER
_ TO THE CITY OF RENTON
RENTON, WASHINGTON:
Vendor and purchaser recognize that in actual economic practice
overcharges resulting from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby assigns
to purchaser any and all claims for such overcharges as to goods
and materials purchased in connection with this order or contract,
extent as to overcharges resulting from antitrust violations
commencir, after the date of the bid, quotation, or other event
establishing the price under this order or contract. In addition,
vendor warrants and represents that each of his suppliers and
1 subcontractors shall assign any and all such claims to purchaser,
subject to the aforementioned exception.
ame o roject
Name of B1dder s irm
Signature of —Au t or1zed Represer.ative o Bidden
ate —
MINIMUM WAGE AFFIDAVIT FORA
City of Renton J
ss
COUNTY OF
I, the undersigned, having been duly sworn, deposed, say and certify
that in connection with the performance of the work of this project.
I will pay each classification of laborer, workman, or mechanic
employed in the performance of such work; not less than the prevailing
rate of wage or not less than the minimum rate of wages as specified
in the principal contract; that I have read the above and foregoing
statement and certificate, know the contents thereof and the
substance as set forth therein is true to m' knowledge and belies.
Subscribed and swc-n to before me on this day of
19`
Notary -ub�ic in ann Tor t ie Fate
of Washington
Residing at
BID BOND FORM
y
Herewith find deposit in the form of a cer'ified check, cashier's check, cash,
or bid bond in the amount of S which araunt is not less than five ,
percent of the total bid.
Sign Here
i
1
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 teems 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 Surety or Sureties approved by the
Obligee; or if the Principal shall, inrase 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 fort with pay and forfeit to the
Obligee, as penalty and liquidated damages, the amount of this bond,
SIGNED, SEALED AND DATED THIS ___ DAY OF _ 19�
Surety
19
Received return of deposit in the sum of S—__
PROPOSAL
TO THE CITY OF RENTON
RENTON, WASHINGTON
Gentlemen:
The undersigned hereby certif_ that _ has examined the site of the
proposal work and he read and thoroughly understand_ the plans,
spe:iflcations and contract governing the work embraced in this improvement,
and the method 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 can be completed with the money available, in 4ccordance with the
said plans, specifications and contract and the following schedule of rates
and prices:
(Note: Unit prices for all items, all
extensions, and total amount of
bid should be shown. Show unit
prices troth in writing and in
figures.)
Signature
-idress
Names of Members of Partnership:
OR
Name of President of Corporation
Name of Secretary of Corporation
Corporation Organized L.der the laws of _
With Main Office in State of Washington at
i
CITY OF RENTON LID 314 BID SCHEDULES
i
Schedule A - Improvements along East Valley Road, S.W. 41st Street to
S.W. 23rd Street
Schedule A-1 - Street and Drainage
Schedule A-2 - Water
Schedule A-3 - Illumination
Schedule B - Improvements along East Valley Road, S.W. 23rd Street to
S.W. 16th Street; along S.W. 16th Street, Raymond Avenue S.W.
to East Valley Road; along S.W. 19th, Raymond Avenue S.W. to
East Valley Road; along S.W. 27th. Valley Parkway to East
Valley Road
Schedule B-1 - Street and Drainage
Schedule 5-1 alternate) - Street and Drainage
Schedule B-2 - Water
Schedule 9-3 - Sanitary Sewer
f Schedule B-4 - Illumination
Schedule B-S - Traffic Signal
Schedule C - Improvements along S.W. 23rd, Lind Avenue S.W. to East Valley
Poad
Schedule C-1 - Drainage
SUMMATIUN SHEET
C ,
Total Schedule A-1
Total Schedule A-2
Total Schedule A-3
Total Schedule A
Total Schedule 81
Total Schedule B-2
Total Schedule B-3
Total Schedule B-G
Total Schedule 8-5
Total Schedule B
Total Schedule B (Alternate) _
Total Schedule C
Totr' Bid A + B + C
Total Bid A + B (Alternate) + C
Dated at this _ day of 1981,
Signed
Title
Name of Company
Address
City/State/Zip
i
BOND TO THE CITY OF RENTON
KNOW ALL WEN BY THESE PRESENTS:
. That we, the undersigned
as principal, and corporation organized
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 municipal corporations, as
surety are jointly and severally held and firmly bound to the City of
Renton in the penal sum of S for the payment of
which sum on demand we bind ourselves and our successors, heirs, adminis-
trators or personal representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State
of Washington, the Ordinance of the City of Renton.
7
Dated at , Washington, this day of ,Iq
Nevertheless, the conditionsof the above obligation are such that:
WHEREAS, under and pursuant to Ordinance (or Resolution) S 2295 providing
for
(which contract is referred to herein and is ma.:a a o. . Ir eeof ns t`.,,u6h
attached hereto), and
WHEREAS, the said principal has accepted, or is ab. ut, to r• rep. , .6e said
contract, and undertake to perform the work therein , r iiaed fv, t'
manner and within the time set forth;
NOW, THEREFORE, if the said
shall faithfully perform all of the provisions of said contract in the
manner and within the time therein set forth, or within such extensions of
time as may be granted under said contract, and .'�,11 pay all laborers,
mechanics, subcontractors and material, men, and all persons who shall
supply said principal or subcontractors with provisions and suppplies 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 carelessness or negligence on the part of said principal, or any sub-
contractor in the performance, 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 contract or from defects appearing or
developing in the material or workmanship provided or performed 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
otherwise it shall be and remain in full force and effect.
APPROVED as to legality:
Approved;
iof7
CONTRACTS OTHER 'HAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this _ day of
19
by and between THE CITY OF RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to a, "CITY" and _
hereinafter referred to as "CONTRACTOR."
W I T N E S S E T H:
1) The Contractor shall within the time stipulated, (to-wit: within
working days from date of commencement hereof as required by the Contract,
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 Projec (identified as No.
for improvement by construction and installation of:
All the foregoing shall be timely performed, furnished, constructed,
installed and completed in strict conformity with the Plans and spec-
ifications, 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,
app�lances, machines, tool' , equipment and services shall be furnished
s
Contracts Other Than Federal-Aid FHWA
2of 7
and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as
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 acceptance of the Contractor's
bid and signing of th's 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) General Conditions
e) Specifications
f) Maps and Plans
g) Bid
h) Advertisement for Bids
i) Special Contract Provisions, if any
3) If the Contractor refuses or fails . prosecute the work or any part
ther?of, 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 within 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 insolvency, or if he or any of his
u
Contracts Other Than Feuera?-Aid FHWA (-
3of 7
subcontractors should violate any of the provisions of this Contract,
the City may then serve written notice upon him and his surety II
Y 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 the 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 IS---,—____ days after
the serving upon it of such notice of termination does not perform the
r Contract or does not commenc_____e;e�go�man�e thereof within thin r
days from h y ,30)
Y the date of serving such notice, the City itself may take
over the work under the Contract and prosecute the same to completion
by Contract or by any other method it may ;eel advisable, for the
account and at the expense of the Contractor, and his surety shall b-
liable to the City for any excess cost or other damages occasioned the
City thereby. In Such event, the City, if it sc 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) T"e foregoing provis'ons are in addition to and not in limitation of
any other r` nts or remedies available to the City.
i
Contracts Other Than federal-Aiu FHWA 0 of
5) Contractor agrees and covenants to hol.1 and save the City, its officers,
agents, representatives and employees harmless and to promptly indemnify
sane from and agains any and all claims, actions, da"ges, iiatility
of every type and nature including all costs and legal expenses —curred
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-
patented 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 Cit, harmless and he shall pay all costs,
expenses and reasonable attorney's -ees incurred or paid by the City
in connection with such litigation. Furthermore, Contractor agrees to
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 .
provisions and agreements hereunder.
6) Any notice from ur.e 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
Contracts Other Than Federal-Aid FHWA 5 of 7
notice as heretofore specified shall be giver by personal delivery
thereof �r by depositing Same in the United States mail, postage prepaid,
certified or regis•ered mail.
7) The Contractor shall commence performance of tht Contract no later than
10 calendar days after Contract final e,(cution, and shall complete the
fill performance of the Contract not late, than
working days
f:nm the date of commencement. For each and every working day of delay
after the established day of completion,
D etion, it is hereby stipulated and
d6reed that the damages ti thf City occasioned by said delay will be
the sur of
as liquidated damages (and not as a penalty) for each such day
, which
shall be paid by ,ne Contractor to the City.
8) Neither the final :ertificate of payment 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 'aulty materials or workmanship.
The Contractor 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 one (1) year from the date Of final
acceptance of the work, unless a longer period is specified. The City
will give notice of observe[ defects as heretofore specified with
reasonable promptness after discovery thereof, and r ,tractor shall be
C Contracts Other Than Federal-Aid FHWA 6 of 7
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, payrolls,
reports, estimates, records and miscellaneous data pertaining to the
Contract as may be requested by the City from time to time.
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 U. The surety or sureties on such bond or bonds must be
duly licensed as a surety in the State of Washington.
11 ) The total amount of this Contract is the sum of
-_— — which includes Washington
State Sales Tax. pay�.ents will be made to Contractc, as specified in the
"general conditions" of this Contras .
Contracts Other Than Federal-Aid PH, 7 of 7 �
i
IN WITNESS w�EREOF. 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 ano seal the day and year first auove-written.
G_NTRACTOR CITY OF RENTON
i
Pre sident/ art ner, ner -- Mayor
ATTEST:
Secretary --— "City C k
d/b/a
Firm Name
Individual Partnership _
Corporation — A Corporation
tate oTTncorporation
Attention:
If business is a COR°ORATION, name of the corporation should be listed in
full and both President and Secretary must sign the contract. OR if one
signature is permitted by Corporation by-laws, a copy of the by-laws shall
be furnished to the city avid made a ,art of the contract c,.icument.
If business is a PARTNERSHIP, full name of each partner should be 'isted
followed by d(b/a (doing business as) and firm or traae name; any one partner
may sign the contract.
If business i� an 114DIVIDUAL PROPRIETORSHIP, the rame of the owner should
appear followed by d/b/a and name of the cm-Dany.
M CONTRACTOR/SUBCONTRACTOR Y
MONrd LY "WPOWER UTILIZATION REPORT U Q� REPORTING PERIOD
® Month: Year:
ne eLauated to the Ci b,'a f folct Goals and T:matabl es as committed
-'. ginaer Qt.rf nq the lat week of following
month whi:.e contract is in �lne N� in Contractor'. Affirmative
Ibntractor is responsible for crtaiuing end Action P:an
submittinj all Subcontractor Re- rts. Er per City•s Plan 9.1
To: (ser and location of Coapltmce Aaency Dept.) j
From: (car Na location of contr Ktor)
This resort is required by Executive Order 11246, action 203. Failure to report can
result in sanctions which ins - suspension, terminatio,, cancellatians or debarment of
contract.
°• c 5 e.
Work N.ure of as to alto. Total Tot**,P Yaant (See footno tel ritY °WtOT ot cet
C1s..s1 a. • C. • . ter-v/a of of of
flea- His. or. Ia1an/ .a tal altorl Eapby.
CoapW'a Fsse 'I,U.) Trade clone To to 81ack panic tC ian hct'1< Pe. total Eaploy- eea
Ialand ale k/n eea
A r
T.
A
Tr
Tr
Tr
C
A
Ap
Tr
An
•r
Tr
( ?. Cceptty Officls 1a Tr
1[ra lure an , e to SfAneC
9. TelePnone huat er
(Irl%de Area Code)
.e+. 1:: �' r•;yal e: c females, "Minorities L Non-mircrities)
-i80 (Subml m
ttal Requirements a city's Goala/Tidrtabie s) Page __ of
REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL
POLLUTT(Sfi�G!i6�k�5)1(pfbNF� CES
In acc-rdance with the provisions of Chapter 62, Laws of 1973,
H.B. 621, the Contractor shall se, re any permits or licenses
required
by, and comply fully with all provisions of the follow-
ing laws, ordinances, and resolutions:
Kin C
Lounty Ordinance No. )527 requires Building and Land
6eve opment Lvtston an y raulics Division review of grading
and filling permits and urclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design, stand-
ards to be incorporated into projec design by Engineering
Services. Reivev by Hydraulics Divisiop.
Kia& Count Ordinance No. 800, No. 900 No. 1006 and Resolution
fo Ko• Zd o. o. an o.
in tng County o e Tit es an contained
0 are provtstons or disposi-
tion of rifuse and liter in a licensed disposal site and pro-
. ide penalties for failure to comply. Review by Di.vis ion of
Solid Waste,
Puget Sound Air Pollution Cortrol Agency Re ulation
lation to controlt e emrsston o at• contaminants l: A regu-
rom all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King, Pierce, Snohomish, and nitsap Counties) in
arcordance with the Washington Clean Air Act, R.C.W. 70.94.
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 18-02: Requires o?erators of stationary sources of air
contaminants to maintain records of emissions, periodically re-
port , the State information .oncerning these emissions from
his operations, and to make such information available to the
Public. See Puget Sound Pollution Control Agency Regulation I.
R.C.W. 90.48: enacted to waintair the highest possible standards
to ensure t-ie purity of ail water of the State consistent witL public health and public enjoyment thereof, the propagat,.on and
Protecting of wildlife, birds, game, fish, and other aquatic
life, and the industrial development of the State, and to that
end require the use of a,ll known available and reasonable methods
by in..,.stries and others to prevent and control the pollution of
the waters of the State of Washington. It is unlawful to throw,
drain, run or otherwise discharge into acy of the eater of tF.is
State any urganic or ino:sanic maths that shall cause or tend
to cause pol'-ution of such waters. The lav, also provides for
civil penalties of S5,000/day for each violation.
R.C.W. 70.95: Establishes uniform statewide program for handling
solid wastes which will prevent land, air and water pollution.
i Makes it unlawful to dump or deposit solid wastes onto or under
the surface of the ground or into the waters of this State except
at a solid waste disposal site for which there is a valid permit.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. 76.04, No. Pi ides for abatement of additional fi- t haz-
ar anus upon which there is forest debris) and extreme fire
hazard (areas of additional fire hazard near bLilding, roads,
campgrounds, and school grounds) . The owner and/or
erson
ible i! fully liable in the event a fire starts or spreads onspons-
property on which an extreme fire 1,azard exists.
R.C.K. 76.04.010: Defines terms relating to the suppression or
a atement orest fires or forest fire conditions.
R.C.W. 70.94.660: Provide: for issuance of burning permits for
a atzT "ng of prevention of forest fire hazards, instruction or
silvicultural operations.
R.C.W. 76.04.310: Stipulates that everyone clearing land or
c earzng rig t-of-way shall pil- and burn or dispose o. by other
satisfactory means, all forest debris cut thereon, as rapidly as
the clearing or cutting progresses, or at such other times as the
department may specify, and in _ompliance with the law requiring
burning permits.
R.C.W. " ": Laws governing surface mining (includ.ng sand,
gravel, stone, and earth from borrow pits) which provide for fees
and permits; plan or operation, reclamation plan, bonding, and
inspection of operations.
W'.A.C. 332-18: Delineates all requirements for surface mined
an rec amation.
W.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining
to an clearing and tuning.
U_S. ARMY CORPS OF ENGINEERS
Section 1 of the River an�i Harbor Act of June 13, 1902: Author-
izes e—S-cieiazy of Army an ores o -En to Issue permits to
any persons or corporation desiring to improve any navigable
river at their own expense and risk upon approval of the plans and
specifications.
Section 404 of the Federal Water Pollution Control Act PL92-500
6 tat. Aut obi rues ire ecreta:y o t-Tie Arm -'-'---
t ruugt a orp6 of Engineers, to issue permits for�thetdischarge
of dredged or fill material into the navigable waters at specified
disposal sites. Permits may be denied if it is determined that such
dis-harge will have adverse effects on municipal water supplies,
shell fish beds and fishery areas and wildlife or recreational areas
MISCELLANEOUS FEDERAL LEGISLATION
ve
Section 13 of the River and Harbor Act a
rovz es t at al
arge o re use ww3teoutpaopermz�trin[o--'navigable
i waters is prohibited. Violation is . Any citi-
punishable by fine
:en ray file a complaint with the U. S. Attorned snare a per-
-2-of the fine. y an
-2-
:.a
PERMITS REQUIRED FJR THE PROJECT ARE AS FOLLOWS:
KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
King County Resolution N0. 25789 requires an unclassified use
permit or i inT'Q; 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 anA L. ,d Development Division.
Shoreline Nana ement Act 1971 r^quires a permit for construction
onate s ore�ines. Term—it acquired by Public Works and revie•..ed
by Building and Lard Development Division.
Ki�n�g Lounty Ordinance No. 1488 requires permit for grading, land
except onaCountytrightmofnway. Review bydBuildingoandaLan.dsDevelop-
ment Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND GMIE
Chapter 112, Laws of 1949: Requires hydraulics permit on certa-n
projects. .ing ounty department of Public Works will obtain.)
WASHINGTON STATE DEPARTMENT JF ECOLOGY
W.A.C. 173-220: R�quiTes a National Pollutant Discharge Elimination
System N TM permit before 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 tate surface IT ground water (such as gravel washing,
pit operations, or any operat,on which results in a discharge
which contains turbidity.)
W.A.C. 508-12-100: Requires permit to use surface waL, „
W.A.C. 508-12-190: Requires that changes to permits for water use
eF reviewe y tfe Department of Ecolog whenever it is desired
to change the purpose of use, the place use, the point of
withdrawal andjor the diversion of water.
A.A.C. SOB-12-220: Requires permit to use ground water.
W.A.C. 508-12-260: Requires permit to construct reservoir for
water storage.
W.A.C. 50B-12-280• Requires permit to construct storage dam.
W.A.C. SOB-60: Requires permit to construct in State flood
control zone. King County Public Works Fecures one for design.
rcntractor secures one for his operation (false work design, etc.) .
-3-
i
PERMITS REQUIRES FOR T.iE PROJECT - Continued
WASHINGTON STATE DEFARTMENT OF NATURAL RESOURCES
R.C.K. 76.04 .150: Requites burning permit for all fires except
or s�-arr-out ocr fires for recreational purposes or yard debris
disposal. Also the Department of Natural Resources reserves the
right to restrict burning under the provisions of R.C.W. 76.04.150,
76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to
prevent restriction of visibility and excessive air pollution.
R.C.W. 76.08.030; Cutting permit required before cutting merchant- I
aR.e tim er.
R.C.W. 76.08, 275: Operating permit required before operating
power equipment in dead or down timber.
R.C.W. 78.44.080: Requires permit for any surface mining opera-
tion (including sand, gravel, rton and earth from borrow : its) .
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March 3, 1899: Requires
permit tor construction (other t an ridges, seems. S. Coast
Guard administ-red permits) on navigable waters (Kieg �ounty
Department of Public Works will obtain) .
FIRE PROTEC71ON DISTRICT
R.C.W. 52.28.010 .28t0 , 52.28.040, 52.28.CSO:
tor, -2
re a ilureSr vi�es ut or y28 rqu 3o
to secure a fire permit for building an open fire within a fire
protection dist-ict
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 1899, General Br�idg�e
A� March , an General rage ct of 19-94 as amended
Au i quurres a permit For construction of-fridge on
navi-g—� aYI aters (King County Department of Public Works will
obtain) . King Count:- Department of Public Works will comply with
pertinent sections of t!.e following laws while securing the afore-
mentioned permit: Section 4(f) of Department of 'transportation
Act, National Enviro,imental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGLNCY
Secti:�n 1.02(d) (2) (iii� of Regulation I : Request for verifica-
iion o pcpu . idn�ensity. contractor should be sure his opera-
tions are in compliance. with Regulation I , particularly Section
9.02 (outdoor fires) , `' -ction 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, Cha ter Ic, Part 61: Requires that the Environmental
Protection gency a not7fiod 5 days prior to the demolition of
any structure cont aini:ig 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 projacts.
Copies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
works, 900 King County 1dministration Building, Seattle,
tra,Washtngton, 981P4 . It shall be the responsibility of the Con-
tractor tri f%mil.arize himself with all requirements therein.
All costs resulting tl.crefrom shall be included in the Bid Prices
and no atditional compensation shall be made.
All permits will be available at construction site.
r
L`
CITY
• GENERALOPROvISIOONS
STANDARD SPECIFICATION
The Standard Specifications for Munici
re Washington State Chapter of the American
Public Construction Pre Pared by
Edition, shall be hereinafter referred erit an Public Works A and said specifi: to as the ssocia Ion
ati lg-T
and the
at ions together with the law "Standard Spec'r;cations"
e Ordinances and Charter of the City s of the State Of are hereby included in •� y Of Renton, Washington
entiret t efe specifications as though so far as applicable,
y and shall apply except as amended or su 9 Quoted it their
Provisions, pe :eded by the Special �
A copy of these Standard Specifications is On file in
Public Works Director, Municipal Building
they the o.fice of the
may be examined and consulted b g• Renton, Washington, ggp55, whe
re
Wherever reference is made in the Standard Specifications to
such reference shall be construed t0 mean the C'
reference is mad the Owner,
mean the a to the Engineer, such referenceyshalRebeon� and where
Director of Public Works, City of Renton, construed to
representative, or his du
ly authorized
NOTE: The Ganeral Provisions hereinafter contained snail be in
shall supersede provisions Of the Standard S
confl ct therewith, addition or
pec if ications in
HEADINGS
Headings to parts, se-tions, forms, articles and subarticles ar
for convenience Of reference only and shall not affect the interpretation
of the contract docu a inserted
documents.
D eCdC10n
ORDER 0`NEE
Where conflicting information as to specifications is found in the
"Standard Specifications" Plans and Provisions, the alms shall hold
the "Standard Specificcaationsat ions the Provisions shall hold ;-Oth the
Plans and "Standard S over
over
FAILURE TO MEET SPECIFICATIONS
In the event tY ' any material or workmanship does no,
requirements .,r specifications, the City May
material or wcrkmanshi meet the
Lance to be in t if the director of p have the option to accept such
the best interest of the City.
Provided,
Works deems such ac
negotiate payment of a lower Y. provided, the City may cen-
unit psis= -or Said material ,, workmanship.
FIELD CHANGES
Any
alterations
of variances from the plans, except minor a 'justnients in
the
i not field
t instituted untilinq conditions shall be requestd in writin
Y the Public Works Director or hisnd may
represertatives acting specifically upon his instructions. In the event of
disagreement of the necessity of such charges, the Engineer's decision
shall be final.
C
PROTr_C_ TION Of PUBLIC AND PRIVATE UTILITIES AND FACILITIES
The Contractor shall conform to SectioOf St in regard to protection of public and private9utilitiesard Specifications
Location and dimensions shown on the plans for existing underground facili-
ties are in accordance with the best available information without
uncaveri.ig and measuri�� The Owner does not guar- `ee the size and loca-
tion of ertstinq fari,rties.
It shall be the Contractor's responsibfi ity to cont
vate companies having utilities and/or facilities iact all public and pri-
n the vicinity of the
construction area.
PUBLIC CONVENIENCE SAFETY
The Contractor shall, at his own expense, provide all signs, barricades,
guard•, construction warnings, and night lights in order to protect the
Public at all times from injury as a result of his operations. If the
Contractor should fail to maintain sufficient lights and barricades in the
opinion of the En neer, the City shall have the right to provide these
lights and barrica as and deduct such costs from payments due the
Contractor. Work ,hall be restricted, the order of work modified, the
hours cf work modified or the work halted altogether at the Engineer's
discretion when the Engineer finds such a course or courses of action nec-
essary to protect the public or the Contractor's safety, health or welfare.
PAYMENT TO THE CONTRACTOR
Payments to be made to the Contractor will be made in the manner outlined
in Section 9 of the Standard Specifications. Payments shall be made in
Cash Warrants. Partial payments on estimates may be withheld until a work
progress schedule as described in these General Provisions -gas been re-
ceived and approved.
SCHEDULING
Section 8"'Ol of the StarHard Specifications shall be deletes and the fol-
lowing inserted:
Ifirst nnediately after execution and delivery of the contract and before the
Engineer, an estimated rt is made,constructionOprogress r shall schedulede'
in ier
the
to the Engineer, Showing the proposed dates of co satisfactory
of each of the various pay items of work reouirec under the and completion
Documents and the anticipated amount of each monthly Contract
come due to the Contractor in accordance with the progress willTbe-
Contractor shall also furnish period.: itemized estimates of work done for
the purpose of mak inq partial payments thereon. The costs employed in
making up any of these schedules will be used only for determininy the ba-
sis of partial payments and will not be considered as fixing a basis for
C additions to or deductions from the contract.
Should it become evident at any time during construction that operations
will or may fall behind the schedule of this first program, the Contractor
shall, upor reauest, promptly submit revised schedules in the sang form as
specified herein, setting out operations, methods, and eauipment, added
labor forces or working shifts, right work, etc. by which time lost will be
made up, and confer with the Engineer until an approved modification of the
original scl,edule has been secureJ. Further, if at any ,ime any portion of
the accepted schedule is found to conflict with the contract provisions, it
shall, upon request, be revised by the Contractor and the work shall be
Performed in compliance witn the contract provisions.
Payments of any further estimates to the Contractor after such request ';s
made and until an approved modified schedule has been provided by the
Contractor may be withheld. Execution of the work according to the
accepted schedule of construction, or approved modifications thereof, is
hereby made an obligation of the contract.
WAGE SCHEDULE
The prevailing rate of wages tc be Paid to all workmen, laborerv,
mechanics employed in the peeforro^re of any part of this contrast shall be or
in accordance with the provisions t Chapter 39.12 RCW as amended. The
rules and regulations of th. Department of Labor and Industries and the
schedule of prevailin^ wage rates for the locality Or localities where this
contract will be performed as detemined by the Industrial Statistician of
the Department of Labor arn+ IN es, are by �.fere Sae made a part of
this contract as thou gw fully set forth herein.
Inasmuch as the Contractor will be held responsible for paying the Prevail-
ing wages, it is imperative that all Contractors familiarize themselves
with the current wage rates before submitting bids based on these
specifications.
In case any dispute arises as to what are the prevailing rates of wages for
work of a similar nature and such dispute cannot be adjusted by the parties
in interest, including labor and management representatives, the matter
shall be referred for arbitration to the Director of the Department of La-
bor and Industries of the State, and his decisions therein shall be final
and conclusive ant binding on all parties involved in tfe dispute as pro-
vided for by RCM 39,12.060, as amended.
The Contractor, on or before the date of commencement of work, she 11 file +
statement under oats . i'' the Owner and with the Director of Labor and Ir
dustries certifying • e of hourly wage ;.aid and to be paid each cia;sification of laborF :men, or mechanics employed
ed D
on
Contractor or subcoh... . ..it which shall be not less than thet be work by the
Preva
rate of wage. Such statement and any suplemental statements which imaygbe
necessary shall oe filed in accordance with the Practices and procedures by
the Depar,ment of Labor and Ird❑stries.
Prior to commencing work, each Contractor and each and every subcontractor
shril file a sworn State of Intent (SF 9882) with the Owner and with the
l Department of Labor and Industries as to the prevailing wage rate, includ-
ing fringe henefits, for each job classification to be utilized. The wage
rates thus filed will be checked against the prevailing wage rates as de-
termined by the Industrial Statistician of the Department of Labor and
Industries. If the wage rates are correct, the Industrial Statistician
will issue an acknowledgment of approval to the Contractor and/or
subcontractor with a copy to the awarding agency (Owner). If any incorrect
wage rates are included, the Contractor and/or subcontrctor will be
notified of the correct rates by the Industrial Statistician and approval
will be withheld until a correct statement is received.
Copies of wage rate approvals will be furnished the awarding agency, and
the Contractor (and the prime Contractor in the case of a subcontractor) by
the Industrial Statistician,
Affidavits of Wages Paid (SF 0843) are to be filed with the State
Treasurer, or the Treasurer of the county or municipal corporation or other
officer or person charged with the custody and disbursement of the state or
corporate funds as the case may be and two (2) copies of each Affidavit are
to be filed 4ith the Director of the Depa-tment of Labor and Industries,
Attention: Industrial Relations Division, 1601 Second Avenue, Seattle.
Whenever practicable., affidavits pertaining to a particular Contract should
be submitted as a package.
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
The Contractor shall obtain and keep in force during the term of the
contract, public liability and property damage insurance in companies and
in form to be approved by the City. Said insurance shall provide coverage
to the Contractor, any subcontractor performing work provided by this
contract, and the City. The City shall be named as an additional insured
on said policy insofar as the work and obligations performed under the per-
sonal injuries, including acidental death, as well as Claims fr property
damages which may arise from any act or omission of the Contractor, or the
subcontractor, or by anyone directly or indirectly employed by either of
them.
The minimum policy limits of such insurance shall be as follows:
Bodily injury liability coverage with limits of not less than $100,000 for
bodily injury, including accidental death, to any one person, and subject
to that limit for each person, in ar, amount not less than $300,000 for each
accident; and property damage coverage in an amount of not less than
$50.000 for each accident.
A copy of the insurance policy, together with a copy of the endorsement
na,.,ing the City as an additional insured, shall be provided to the City
within a reasonable time after receiving notice of award of contract.
PROOF OF CARRIAGE O� INSURACE
The Contractor shall furnish the City with satisfaC'ory proof of the insur-
ance required.
ACT OF GOD
'Act of God" means an earthquake, flood, cyclone or other cataclysmic phe-
nomenon of nature. A rain, windstorm, high water or other natural phenome-
non of unusual intensity for the specific locality of the work, which might
reasonably have been anticipated from historical records of the general
ocality of the work, shall not be construed as an act of God.
SHOP DRAWINGS
The term 'Shop Drawings" shall refer to the pictorial description of the
details of proposed materials, equipment, methods of installation, or other
construction prepared by the Contractor, a subcontractor or a manufacturer
and submitted for the approval Of the Owner.
OR EQUAL
Where the term "Or Eaual" is used �=rein, the Owner, or the Owner on recom-
mendatio nOf o the Enylreer, shall be the sole judge of the Quality and
suitability proposed substitution.
APPROVAL
The term "Approval" Shall mean approval given by or given properly on the
behalf of the Owner,
WRITTEN NOTICE
Written notice shall be deemed to have been duly served if delivered in
Person to the individual, or to a partner of the firm or to an officer Of
the corporation of Owner, or to an executive official'if the Owner is a
governmental body, or if sent by Registered United States Mail to the busi-
,ess address shown in the Contract Documents.
CONTRACTOR'S PLANT AND EO. IPMENT
the Contractor alone shall at all rinses be responsible for the adeouacy,
efficiency and sufficiency of his and his subcontractor's plant and
equipment. The Owner shall have the right t0 make use of the Contractor's
plant and eouipment in the performance of any work on the site of the
work. The use of such plant and equipment shall be Considered as extra
work and paid for accordingly,
ATTENTION
The Contractor shall give his personal attention to and shall supervise the
work to the end that it shall be prosecuted faithfully, and when he is not
personally present On the work, he shalt at all reasonable times be
represented by a competent superintendent who shall receive and obey all
instructions Or orders given under the contract, and who shall have full
authority to execute the same, and to supply materials, tools and labor
without delay, and who shall be the legal representative of the
Cont^actor, the Contractor shall be liable for the faithful observance of
any instructions delivered to him or to his authorized representative.
� I
DEVIATION FROM CONTRACT
The Contractor shall not make any alteration or variation in or addition to
or deviation or omission from the terms of this contract without the writ-
ten consent of the Owner.
SUGGESTIONS TO CONTRACTOR
Any plan or method of work suggested by the Owner or the Engineer to the
Contractor but not sp:cified or required, if adopted or followed ty the
Contractor in whole or in part, shall be used at the risk and responsibili-
ty of the Contractor; and the Owner and the Engineer shall assume no re-
sponsibility therefore.
ERRORS AND OMISSIONS
If the Contractor, in the course of the work, becomes awa-e of any errors
or omissions in the contract documents or in the layout as given by survey
points and instructions, or if he becomes aware of any discrepancy between
the Centrac' documents and the physical conditions of the locality, he
shall immediately inform the Engineer and the Engineer, if he deems it
necessary, shall rectify the matter and advise the Contractor accordingly.
Any work dnne after such discovery, until authorized, will be done at the
Contractor's risk.
1. INFORMATION TO BE FURNISHED BY CONTRACTOR
The Contractor shall furnish all drawings, specifications, descriptive
data, certificates, samples, tests, methols, schedules, and , wfacturer's
instructions as specifically required in the Contract docu^rents, and all
other information ac may reasonably be required to demonstrate fully that
the materials and equipment to be furnished and the .methods or work comply
with the provisions and intent of the specifications and drawings. If the
information shows any dev47tion from the contract requirements, the
Contractor shall, by a statement it , 'ting accompanying the information,
advise the Engineer of the deviation. -.nd state the reason therefore.
DAMAGE TO WORK
The work shall be under the Contractor's responsible care and charge. The
Contractor shall bear ell loss and damage whatsoever and from whatsoever
cause, except that caused solely by the act of the Owner which may occur on
or to t. work during the fulfillment of the contract. If any such loss or
damage occurs, the Contractor shall immediately make good any such loss or
damage, and in the event of the Contractor refusing or neglecting to do so,
the Owner may itself or by the employment of some other per r. make good
any such loss or damaae, and the cost and expense of so doing ;hall be
charged to the Contractor.
t`
PROTECTION OF CONTRACTOR'S WORK AND PROPERTY
The Contractor alone shall at all times be responsible for the safety of
his and his subcontractor's e.iployees, and for his and his subcontractor's
plant and eonipment and the method of prosecuting the work.
UNFAVORA:. E WEATHER AND OTHER CONDITIONS
During unfavorable weather and other conditions, the Contractor shall pur-
sue only such portions of the work as shall not be damaged thereby.
No portions of the work whose satisfactory quality or efficiency will be
affected by unfavorable conditions shall be constructed while these
conditions exist, unless by special means or precautions acceptable to the
Engineer, the Contracts,, shall be able to overcome them. 416A5
CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS ��F1 .ii
The Contractor will be supplied by the Owner with 5 set
Wnd CCGGG
specifications. At least one comp'ete set of contract d6cuments including
one full size set of drawings shall be kept at the site of construction in
good condition and at all times available to the Owner and the Engineer.
Additional copies of the contract documents, if required, will be furnished
by the Owner at net cost of reproduction.
DISPUTES AND LITIGATION
Any questions arising between the Inspector and the Contractor or his
l superintendent or Foreman as to the meaning and intent of any part of the
Plans and Specifications or any contract document, shall be immediately
brought to the attention of the Public Work, Director or his
representatives for interpretation and adjustment, if warra,ted.
Failure on the part of the Public Works Director or his representative to
discover and condemn or ri,ect improper, defective or inferior work or
materials, shall not be construed as an acceptance of any such work or
materials, or the part of the improvement in whi..h the same may have been
used.
To prevent disputes and litigation, it is further agi red by the parties
hereto that the Public Works Director or his representative shall determine
the quantity and quality of the several kinds of work embraced in these
improvements. He shall decide all questions relative to the execution of
the work and the interpretation of the Plans and Specifications.
In the event the Contractor is of the opinion he will be damaged by such
interpretaion, he shall, within three (3) days, notify the Engineer and tie
City Clerk in writing of the anticipated nature and anount of the damage or
damages. Time is of the essence in the giving of such notice. In the
event an agreement cannot then be reached within three (3) days the City
and the Contractor will each appoint an arbitrator and the two shall select
a third, within 30 days 'hereafter.
The findings and decision of the Board of Arbitrators shall be final and
binding on the parties, unless the aggrieved party, within ten (10) days,
challenges the findings aid decision by serving and filing a petition for
yyam�'
review b) the Superior Court of King County, Washington. The grounds for
the petition for review are limited to showing that the findings and
decision:
1. Are not resnonsive to the Questions submitted;
2. Is contrary to the corms of the contract or any component �
thereof;
3. Is arbitrary ano/or is not based upon the applicable facts and
the law controlling the issues submitted to artitration.
The Board of Arbitrators shall s'jpport its decision by setting forth in
writing their findings and conclusions based on the evidence adduced at any
sun. hearing.
The arbitration shall be conducted in accordance with the statutes of the
State of Washington and court decisions governing such procedure.
The costs of such arbitration shall be borne equally by the City and the
Contractor unless it is the Board's majority opinion that the Contractor's
filing of the protest or action is capricious or without reasonable
foundation. In the latter case, all costs shall be borne by the
Contractor.
The value of any suit shall be in King Counthy, Washington, and if the
Contractor is a non-resident of the State of Washington, he shall designate
an agent, upon whom process may be served, before commencing work under
this contract.
ACCEPTANCE OF WORK
The Contractor shall notify the Engineer in writing of the completion of
the work whereupon the Engineer will promptly, by personal inspection, sat-
isfy himself as to the actual completion of the work in accordance with the
terms of the contract, and shall thereupor recommend to the Owner that the
work is acceptable. Final leterminatic the acceptability of the work
shall Le made by the Owner-.
CONTRACT COMPLIAVE REPORTS - EEO
The Contractor will be required to comlete and submit the following docu-
ment before progress and/or final payments to the Contract will be approved
by the Public Works Director:
City of Renton Affirmative Action Report for Contractor/Subcontractor
(Monthly Manpower Utili Ition Report)
The Owner will furnish these forms the Prime Contractor during
preconstruction meeting.
An Eoual Employment Opportcnity Report Certifirate shall be executed by the
bidder with his bid proposal on this project and which comes within the
provisions of the equal employment opportunity regulations of the Secretary
of Labor as revised May 21, 1968. The form of certificate will b,
furnished to the Contractor with the proposal, stating as to whether he,
iris firm, association, co-partnership or corporation has participated in
any previo,•', contracts or subcontracts subject to the equal opporturnty r
claase and if so, whether or not he has submitted all reports due under
applicable filing requirements.
Failure an the part of the bidder to furnish the required certificate will
be due cause for rejection of the bid,
If a contractor to whom an award is about to be made, except for la,; of an
Equal Employment Opportunity Report Certificate, refuses or fails to
promptly execute and furnish the required certificate within 10 days after
notice by the Director of Public Works that same is lacking from his
proposal, the proposal guarantee, in form of bond, check, or cash which
accompanied the bid, will be forfeited to the City.
Whenever a contractor requests permission to sublet a part of any contract
and such Contract comes within the provisions of the equal employment op-
portunity regulations of the Secretary of Labor, revised May 21, 1968, he
shall obtain this certification from his proposed subcontractor and forward
it together with Such request. No subcontract will be approved before re-
ceipt of such certification from the subcontractor,
For this purpose, certification forms may be obtained from the Project En-
gineer assigned to this project.
WORKING DAYS AND CONTRACT COMPLET'CN
The special provisions and cu-c-act agreement shall state the contract time
in working ways. A working da• is any day not otherwife defined herein as
a non-working day. A non-working day is defined as a Caturday, Sunday, a
recognized holiday, or a day on which the Contractor is spetifically re-
quired by the contract or the City to Suspend construction. Recognized
holidays shall be as follows: New Year's Day, Lincoln's Birthday,
Washingtoc'f Birthday, Memorial Day, July 4, Labor Day, Veterans' Day,
Thanksgiving and the day following, and Christmas Day. When any of the
above recognized holidays fall on Saturday, the preceding Friday shall be
counted as a holiday and when any of the above recognz led holidays fait on
Sunday, the following Monday shall be counted as a holitlay.
At the beginning o. any contract, a tentative date for cam-pletion of con-
tract work will be established, based on the date of aware of the contract
and the number of working days specified. Such date will be adjusted as
required from time to time for non-wurking days and extensions of time
allowed under the contract and is recognized as not Being a forecast of
actual anticipated completion date.
SPECIAL PROVISIOhS
1
Special Prov;•ions
Description 0. Work
Date cf Bid Opening
Time of Completion
Nondiscrimination in Employment
Notification of Construction
Hours of Work
Excavated Material Spoil Area/Waste Site
Dust and Mud Control
State Sales Tax
Surveys
Overtime Field Engineering
Delivery of Tickets
Size, Weight and Loau Restrictions
Subcontractors and Suppliers
Change Orders
Preconstruction Conference
Field Office
Sanitation Facilities
Project Construction and Identification Signs (Roadway Projects Only)
Line and Grade
Easement a;d Right-of-Nay
land Provided by Owner
Land Provided by Contractor
Restoration of Structures and Surfaces
Side Sewer Policy
Traffic Control
Remo,.ing Traffic and Street Signs
Soil Information
Salvage
Awarding of Contract
Liquidated Damages
Authority of the Engineer
CITY OF RENTON
SPECIAL PROVISIONS
Special provisions herinafter contained supersede any conflicting
provisions of the standard specifications, and the foregoing amendments to
the Standard specifications are hereby made a part of this contract.
Wherever reference is made to the :ngineer, such reference shall be
construed to mean the Public Works Director , City of Renton or his duly
authorized representative.
DESCRIPTION OF WORK
The work to be performed under this contract consists of furnishing
materials, equipment, to01s, labor and other work Or items incidental
thereto (zxcepting any materials, equipment, utilities or service, if any,
specified herein to be furnished by the City or Others), and performing all
work as required by the Contract in accordance with plans and
specifications and Standard Specifications, all of which are made a part
hereof.
DATE OF BID OPENING
Sealed bids will be received by the City of Renton, Washington, by filing
with the City Clerk, h nicipal Building, Renton, Washington, until
and will be opened and publicly read alouc.
TIME OF COMPLETION
The Contractor is expected to diligently prosecute the work to completion
in all parts all—regiirements. The project shall be completed within one
hundred eightyi,080)//working days.
Provided, however-`that the City Council snail have the right upon request
Of the Public Works Department, City of Renton, Washington, to extend the
time of completion of said work. No extension shall be valid unless the
same oe in writing and accompanied by the written consent to such extension
by the surety on the bored of the Contractor. Time lost in replacing
improper work or material shall not furnish any grounds to the Contractor
for claiming an extension of time for the comp'2t ion of the work, and shall
not release 'vie Contractor from damages Or liabilities for failure to
drrplete the work within the time rquired.
40NDISCRIMINATI0N IN EMPLOYMEN'
Contracts for work under this proposal will obligate the Contractors and
subcontractors not to discriminate in employment practices.
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nit f-r a e f P--y I/L-
NOTIFICATION OF CONSTRUCTION I
The Contractor shall notify all property owners along the construction j
area, by mail, prior to construction. Names and addresses will be !
furnished by the Owner. The Contractor shall further notify each occupancy
in person a minimum of three days prior to construction in front of each F
property.
HOURS OF WORK f
The working hours for this project will be limited to week days during the 1
period from 8:00 a.m, to 4:30 p.m. The hours of work may be changed at the
discretion of the Engineer when it is in the imerest of the public or the
Contractor due to reasons of safety, health or welfare.
EXCAVATED MATERIAL SPOIL AREA/WASTE SITE
The Contractor shall conform to Section 4-1.06 of Standard Specifications
in regard to waste sites.
All material desginated by the Engineer to be wasted shall be hauled,
dumped, and spread at the locations selected by the Contractor.
The Contractor shall have the responsibility of obtaining his own waste
site. All work included in this section shall be considered to be inciden-
tal to other items of work and no further compensation will )e made.
i
The route taken to the waste site shall be maintained solely by the
Contractor in a manner as described below:
The Contractor shall be prepared to use water trucks, power sweepers, and
related equipment as deemed necessary by the City Public Works Director to
alleviate the problem of lost spoils along the route. Prompt restoration
of the route is mandatory.
DUST ANO MUD CONTROL
The Contractor shall be responsible for controlling dust and mud within the
project limits and on any street which is utilized by nis equipment for the
duration of the project. The Contractor shall be prepared to use watering
trucks, power sweepers and other pieces of equipment as deemed necessary by
the Engineer, to avoid creating a nuisance.
Dust and mud control shall be considered as incidental to the project, and
no compensation will be made for this section.
Complaints on dust, mud or unsafe practice and/or property damage to pri-
vate ownership will be transmitted to the Contractor and prompt action in
correcting will be required. Written notice of correction of complaint
items will oe called for should repetitive complaints be received by the
City.
STATE SALES TAX
If all items in th`s contract are a part of the construction of a public
road improvement as defined in Rule 171, issued by the Excise Tax Division
of the State of Washington, the Owner is exempt from the payment of sales
tax on all items.
The Contractor shall include in his unit bid prices any compensating tax
that must be paid. See Section 7-1.09 of the Standard Specifications.
If this project is other than a public road construction, the Washington
State Sales Tax shall apply and be a separate bid item.
SURVEYS
Section 5-1.06 of the Standard Specifications shall be amended by the addi-
tion of the following sentence: "The Contractor shall notify the Engineer
a minimum of 48 hours in advance of the need for surveys."
OVERTIME FIELD ENGINEERING
When the Contractor perfcrms construction work over the accepted eight (8)
hours per day or forty (40) hours per week, or on any City holiday: and the
work requires inspection, then the Contractor shall reimburse the City at
the rate of $25.00 per hoer. The City shall have the sole authority in
determining the necessity of having the overtime inspection, and shall no-
tify the contractor of intent and said costs will be deducted from monies
due the Contractor on each monthly estimate.
DELIVERY OF TICKETS
All delivery trucks that are required for the purpose of calculating quan-
tities for payment must be received by the Engineer at the time of
delivery. No payment will be made on tickets turned in after date of
delivery of material.
a. 8y Truck
Payment will not be made for delivery tickets which do not show type
of material, gross weight, tare weight, truck number, date, and
inspector's initials.
Scale certification shall Se submitted as early in the project as
possible.
Each weigh station shall maintain a record of the truck number, time,
date and weight of all trucks providing material to the project. The
weight list shall be maintained in duplicate with one signed copy
transmitted daily to the City by the sale attendant. i^ iscl*tef
cases where scale weight is not available, the inspectr: ;na _sr:
the truck volume and certify as to its full load delivery.
b. By Other Means
Method for measurement and payment for material brought to the site by
any other means will be determined by the Contractor-Owner agreement
before award of contract.
SIZE, WEIGHT AND LOAD RESTRICTIONS
All motor vehicles of the Contractor, Subcontractors, and suppliers shall !
strictly adhere to Ch. 46.44 of the Motor Vehicle Laws of the State of
Washington (1967 Edition and amendments thereof) in regard to size, weight
and loads of motor vehicles.
Payment will not be made for any material that is delivered in excess of
the legal weight for which the vehicle is licensed.
Any gross violation of these regulations shall be reported to the affected
law enforcement agent.
The Contractor is to furnish to the Public Works Director a listing of all
haul vehicles used on this project, listing the vehicle number, license
number, tare weight and licensed load limits.
SUBCONTRACTORS AND SUPPLIERS
A list of subcontractors and suppliers that will be involved with this
project shall be given to the Engineer for his review and approval immedi-
ately after the contract has been awarded This list must be received by
the Engineer before the contract may be signed.
CHANGE ORDERS
All additional work that reouires compensation to the Contractor for items
that prices are not included in the contract shall require a written change
order before work may be done.
The Contractor shall be responsible for acouiring the necessary change
orders that are reouired by any of his Subcontractors.
PRE-CONSTRUCTION CDNFERENCE
Prior to the start of construction, the Contractor, Engineer, all
Subcontractors, Utility Department, Telephone Company and other interested
departments shall attend a preconstruction conference, with time, place and
date to be determined after award of the contract. Subsequently a repre-
sentative of the Contractor will attend a weekly conference to review prog-
ress and discuss any problems that may be incurred. The time, place and
date to be established at the preconstruction conference.
i
'IELD OFFICE
The Contractor shall provide a field office with heat, lights, telephone
and all weather automobile access and parking in a central location on the
job site fo. the use of the Engineer. The field office should be of suffi-
cient size to accommodate the inspector and allow adeouate additional room
for meetings of up to three (3) peorie.
All expenses incurred in supplying the field office shall be considered
incidental to the project.
SANITATION FACILITIES
Sanitation facilities should be provided in the area of the field office to
contortn with Section 7-1.22 of the Standard Specifications. All expenses
incurred in supplying access, parking and Sanitation facilities shall be
considered incident,.] to the project and no compensation shall be made.
PROJECT CONSTRUCTION AND IDENTIFICATION SIGNS (ROADWAY PROJECTS ONLY)
The Contractor shall furnish and install project identification signs on
each end of the project one (1) week in advance of construction. The signs
shall conform to the specifications as per attached sheets. One sign of
each type shall be installed at each end of the project.
The Contractor shall furnish and install construction signs which conform
to Part 6 of the 1971 Edition of Manual of Uniform Traffic Control Devices
for Streets and Highways, United States Department of Transportation - Fed-
eral Highway Administration.
The cost of furnishing and placing all construction and identification
signs shall be incidental to the project and no compensation will be made.
LINES AND GRADES
The Enqineer shall have the right to make reasonable changes in the grades
as they are shown on the drawings. Grades will be established in the form
of offset stakes at distances not greater than 50 feet, set in advance of
the work. Whenever work is in progress, the Contractor shall have in his
employment a worker competent to set a batter board or other construction
guide from the line and grade stakes given by the Engineer.
Such employees shall have the duty and responsibility of planing and main-
taining such construction guides. A batter board set with an engineer's
level shall be used for all lines set on a grade of 0.50% or less, at least
three batter boards shall remain in place during pipe laying operations.
If, through the Contractor's negligence, any stakes shall be destroyed and
reouire resetting, a sum shalt be deducted from the Contractor's final pay-
ment eouivalent to the extra cost in engineering reduired fog such
replacement.
The laser method of establishing grade m.y be used providing:
1. Request for use, equipment and method of operation are submitted for
City review and approval at least 5 days prior to use. i
2. Grades are checked at least once every 50 feet and at least 3 times
daily by conventional methods.
i
3. Proper anchoring of pipe is performed in locations where a box is be-
ing used for excavation.
The Contractor shall arrange his work to allow a reasonable itme for the
setting of stakes for the next phase of his operation to prevent work
delays while waiting for construction guides.
EASEMENT AND RIGHTS-OF-MAY
The Owner will obtain all easements and franchises required for the
project. The contractor shall limit his operation to the areas obtained
and shall not trespass or. private property.
LAND PROVIDED BY OWNER
The Owner may provide certain lands, as indicated in connection with the
work under the contract together with the right of access to such lands.
The Contractor shall not unreasonably encumber the premises with his equip-
ment or materials.
LAND PROVIDED BY CONTRACTOR
The Contractor shall provide with no liability to the Owner any additional
land and access thereto not shown or described that may be required for
temporary construction facilities of storage of materials. He shall con-
struct all access reads. Detour roads, or other temporary work as required
by his operations. The Contractor shall confine his equipment, storage of
material and operation of his workers to those areas shown and described
and such additional areas as he may provide.
RESTORATION OF STRUCTURES AND SURFACES
a. General
All construction work under this Contract on easements, right-of-way,
over private property Or franchise, shall be confined to the limits of
such easements, right-of-way or franchise. All work shall be
accomplished So as to cause the least amount of disturbance and a min-
imum amount of damage. The Contractor shall schedule his work so that
trenches across easements shall not be left open during weekends or
holidays and trenches shall not be left open for more than 48 hours.
b. Structures
The Contractor shall remove such existing structures as may be neces•
sary for the performance of the work and, if required, shall rebuild
the structures thus removed in as good a condition as found with mini-
mum requirements as herein specified. He shall also repair all
existing structures which mar be damaged as a result of the work under
this contract.
C. Easements - Cultivated Areas and Other Surface Improvements
All cultivated areas, either agricultural or lawns, and other surface
improvements which are damaged by actions of the Contractor shall be
restored as nearly as possible to their original condition.
Prior to excavation on an easement or private right-of-way, the
Contractor shall strip top soil from the trench or construction area
and stockpile it in such a manner that it may be replaced by him, upon
completion of construction. Ornamental trees and shrubbery shall be
carerully removed with the earth surrounding their roots wrapped in
burlap and replanted in their original positions within 48 hours. All
shrubbery or trees destroyed, or damaged, shall be replaced ')y the
Contractor with material of equal quality at no additonal cost to the
Owner. In the event that it is necessary to trench through any lawn
areas, the sod shall be carefully cut and roiled and replaced after
the trenches have been backfilied. The lawr area shalt be cleaned, by
� sweeping or other means, of all earth and debris.
i
The Contractor shall use rubber wheel equipment similar to the small
tractor type backhoes used by side sewer Contractors for all work,
including excavation and backfil', on easements or rights-of-way which
have lawn areas. All fences, markers, mail boxes, or other temporary
obstacles shall be removed by the Contractor and imediately replaced
after trench is backfilled in their original position. The Contractor
shall notify the Owner and property owner at least 24 hours in adva,,ce
of any work done or, easements or rights-of-way.
All construction work under the Contract on easements, right-of-way
over private property or franchise shall be confined to the limits of
such easements, right-Of-way or franchise. All work shall be
accomplished so as to cause the least amount of disturbance and a min.
imum am.urt of damage. The Contractor shall schedule his work so that
"trenches zcross easements shall not be left open during weekends or
holidays, and trenches shall not be left open for more than 48 hours.
Damage to existing structures outside of easement areas that may re-
sult from dewatering and/or other construction activity under this
contract shall be restored to its original condition or better. The
original condition shall be established by photographs taken and/or
insoection made prior to construction. All such work shall be done to
the satisfariton of the property owners and the Owner at the expen,e
of the Wrt-ra.tor.
d. Streets
The Contractor will assume all responsibility of restoration of the
surface of all streets (travelled ways) used by him if damaged.
In the event the Contractor does not have labor or material
immediately available to make necessary repairs, the Contractor shall
so inform the Owner. The Owner will make the necessary repairs and
the cost of such repairs shall be paid by the Contractor.
SIDE SEWER POLICY
No side sewers will be installed until such time as that section of the
main sewer pipe line t0 which the side sewers are to be connected has beet
tested by the Contractor and a memorandum of approval for such section has
been issued by the Owner.
The Contractor and the Owner understand and agree that following the
issuance by the Owner of a memorandum, which memorandum approves a
specified section of the main pipe line, the Owner may authroize any side
sewer contractor, duly licensed by the Owner, to install and connect and
test one or more side sewers to any such approved main pipe line. After
the first side sewer is actually connected to the main pipe line, the
Contractor shall not be held responsible for any foreign matter, debris,
mud, and sewage which reaches the main pipe line within a previously
approved section. However, the Contractor is in no way relieved from the
responsibility and guarantee hereinbefore and hereinafl.r set forth for
,- m terials, workmanship and repair to ccctractcr-inrta' .., pipe line and
t appur enances.
it i Further understood and agreed that during the Contractor's guarantee
period if there are any indications of failure of the main pipe line or one
or more side sewers, the burden of proof as to whether the failure 's
within the main line or the side sewer or sewers, shall rest with the
Owner; however, if investigation of such failure conducted by the Owner
discloses that such failure is or the main pipe line, the Contractor shall
make repairs and promptly reimburse the Owner for actual cost of such
investigation.
TRAFFIC CONTROL.
Section 7-1.16 of the Standard Specifications is supplemented by the
following:
The Contractor shall maintain detour routes and other routes used by his
equipment hauling materials to and from tee area.
In addition, the following shall apply:
a. Two-way traffic and pedestrian access will be maintained as directed
by the Engineer.
b. Local police and fire departments Shall be notified, in writing, prior
to construction.
C. Ingress and egress for local residents shall be maintained at all
times.
d. The Contractor shall submit to the Owrer for approval plafis for
traffic
ontrol submitted tat nthe and abuttingproject Confe areas. These plans
peak traffic shall remain open Burin Conference. Areas er heavy
approved by the Owner, a Peak traffic unless otherwise
All signs sha 1 be supplied by the Contractor.
All costs associated with traffic control shall be incidental to the other
itmes in the project and no separate Payment will be made for traffic
control.
REMOVING TRAFFIC AND STREET SIGNS
The Contractor shall be responsible for maintaining and preserving all
traffic and street signs. In the event it shall be necessary to remove or
relocate a traffic or street sign, the Contractor shall notify the Engineer
of all the changes made. All signs removed shall be collected by the
Contractor, who Shall then notify the Engineer to have the Traffic Division
remove these signs from the project site to the City yard,
I
When work has been completed and prior to said area being opened to
traffic, the Contractor shall notify the Engineer who shall have the
Traffic Division replace all signs necessary.
The Contractor shall be responsible for the replacement of all signs lost
or damaged due to his neglect.
SOIL IN_ FORMATION
The bidder shall make his own deductions and conclusions as of the materials to be excavated, the difficulties to the nature
of making and
maintaining required excavations, the difficulties which may arise from
subsurface conditions, and of doing any other work affected by the
subsurface conditions and shall accept full responsibility.
SALVAGE
All salvage material as noted on the plans and taken from any of the
discarded facilities Shall, at the Engineer's discretion, be carefull
Selivered to the
alvaged and d City Yard. y
Any cost incurred in salvaging and delivering such items shall be
considered incidental to the project and no compensation will be made.
AWARDING-ACT
Awarding of contract will be based on total sum of all schedule of prices.
No partial bids will be accepted.
LIQUIDATED DAMAGES
Section 8-1.08 is amended as follows:
Liquidated damages for failure to complete the contract within ^ -
specified time will result in damage being assessed as per the i—-owing
table:
Contract price Liquidated Oamaaes
$ 0 - $ 50,000 $ 50.00/working day
E 50,000 - $150,000 $100.00/working day
$150,000 - $250,000 $200.00/working day
$250,000 and over $300.CO/working day
The above figures do not include costs for inspection, supervision, legal
expense and court costs incurred beyond contract completion date. The cost
Of additional inspection and supervision shall be an amount equal to actual salary cost plus one hundred percent (100%) for overhead.
AUTHORITY OF THE ENGINEER
The Engineer shall have sole authority to change and/or regulate work
hours, methods or location of work to accommodate actual field conditions.
C
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SECTION 11 - MOBILIZATION
11-1 PAYMENT
The lump sun price bid for mobilization shall be p.i6 with partial
payments in accordance with the following schedule:
When one percent of the total original itract amount is earned
from other bid items, 10 percent of the amount bid for mobilization
will be Paid.
For each corresponding one percent of the total original contract �d
amount earned from other bid items, 10 percent of the amount bid for
mobilization will be paid until 10% of the total original contract
amount is earned from other bid items, at which time 100 percent of
the amount bid for mobilization will be paid.
Nothing herein shall be construed to limit or preclude partial
payments otherwise provided by the contract.
II
I,
i
SECTION STREET AND DRAINAGE-AVATION
13-1 DE-ON
Unclassified excavation, unsuitable excavation, surcharge
solid rock excavation and culvert excavation shall be in accorance with
Section 13 of the Standard Specifications, except as modified herein,
13-3 CONSTRUCTION DETAILS
Unclassified excavation shall Include al; materials excavated from
within the limits of work including excavation for rock retaining wails
and open drainage ditches. Suitable excavated material shall be used for
roadway embankments, while surplus excavated material, if any, shall be
disposed of by the Contractor.
All vegetation, such as trees, roots, brush, heavy sods, heavy growth of
grass, and all decayed vegetable matter, rubbish, and other unsatis-
factory material within the area upon which f!!i or embankment material
is to be placed shall be stripped (12-inch maximum depth) or otherwise
removed and disposed of in waste areas approved by the Engineer (see Item
4-1,06, Waste Sites) before the fill is started.
No waste site has been provided for disposal of material and debris. The
Contractor shall make his own arrangements, and at his own expense, for
disposal of waste materials and shall protect the City from any and all
damages arising therefrom.
The Contractor shall perform excavation of every type of material, in-
cluding road culverts, encountered within the limits of the project, to
the lines, grades, and elevations indicated and as specified herein.
Grading shall be in conformity with the typical sections shown, Local
excavated material shall be transported to and pi aced in fill or embank-
ment areas within the limits of work, only upon app. ival by the Engineer.
Removal of concrete, asphalt concrete, asphalt and cement concrete
driveway, sidewalk acd driveway excavations, cement concrete curb and
gutter, cement sidewa:k, concrete retaining walls, excavation for re-
taining and removal of existing drainage shall be considered as part of
the roadway excavation and w+',1 be included in the unit bid price for
unclassified excavations.
A�: areas shall be excavated, filled and/or backfilled as necessary tp
conform to the grades shown on the drawings. In filled and backfiiletl
areas, fine grading shall begin during the placement and compaction ed
the final layer, In cut sections, fine grading shall begin within thof
e
final 6 inches of cut, Final grading shall produce a surface which is
smooth and even, without abrupt changes in grade.
The roadway subgrade shall be free from rocks or cemented lungs larger
inches than two
and one-half inches (24") in greatest dimension, to the top six
than ninety-fiye ch shalt be compacted to a relative density of not less
f •Dv percent (95%) as determined by
Test Method AASHO T-180
Ethe cross xcavation for gutters shalt be accomplished by cutting accurately to
nmaintain all ot to excavate gutters below the slpecified gape The Contractor taken
shall
brush, sticks, trash, andns other ree r debom ris runtijaf i Quantities
le ves
work.
Any over-excavation riot specifically authorized by the Engineer shall be
replaced with bank run gravel, Class 'B" compacted as specified above,
by the Contractor at no expense to the City.
Embankment shall be performed in accordance with Section 13 of the Stan-
dard Specifications. Compaction of embankment shall be by Method B,
described in Section 13-3.10E3 of the Standard Specifications.
Section 13-3.10E5,h.Compaction Control Tests,
following paragrap is revised to include the
Determination of the density of earth embankments can be done by the
nuclear method as outlined in the ASTM designation num
or by any other method approved by the Engineer, ber 01911-71,
Unsuitable material encountered below the subgrade or stripping line
shown on the plans shall be removed and disposed of in accordance with
section 13-3.02 of the Standard Specifications as directed by the Engi-
neer, This material, so removed, shall be replaced with bank run gravel,
Class B, compacted to a relative density of not less than ninety
(90X), as determined b , y percent Y Test Method ^AShiO T-180 "C'.
Stripping, disposal of unsuitable material, temporary drainage work, and
Pmbankoent compaction shall be considered incidental to and part of
bid prices for Unclassified Excavation, the
Excavation of ditches shall be accomplished by the Contractor by cutting
accurately to the cross section and grades as shown on the drawings,
Placement and removal of surcharge materials shall be'measured and paid for as described in Section 19. accomplished,
Culvert Excavation at S.Y, 27th Street and Springbrook Creek as shown on
the plans shall be accomplished by the Contractor at the direction of the
Engineer to remove all undesirable materials below the proposed cul-
verts. This excavation will include the excavation of bottom materials
within Springbrook Creek. The Contractor shall familiarize himself with
available soils information in order to sssess the extent and difficulty
of this operation, Springbrook Creek shall be diverted during the
excavation operation by the Contractor. It is the responsibility of the
Cdiversion ontractor to choose the method and carry out the diversion, The
applicablesgo emrn entale must bagencie in smpasance well aswith.
theanH Owner approved
d shall occur
only during the time frame allowed by the Hydraulic Project Approval, a
copy of which is attached hereto.
a
Adequate right of way is provided for the culvert permanent
installation. However, no construction easements have been obtained.
The Contractor shall make his own arrangements with abutting properties
should he require additional area for creek diversions, spoil piles,
access, etc.
13-31OAl UNSUITABLE EXCAVATION
Unsuitable excavation shall include all materials excavated below
the neat lines or stripping lines of the roadway cross sections. The
unsuitable material shall be excavated as directed by the Engineer. This
material, so removed, shall be replaced with Bankrun Gravel Clsss "B•
compacted to a relative density of not less than ninety percent (90Y), as
determined by Test Method AASHO T-180 •C'.
13-4 MEASUREMENT
Unclassified excavation shall be measured by the cubic yard as
calculated from neat lines. Unsuitable excavation and solid rock exca-
vation shall be field measured by the cubic yard.
Culvert Excavation at S.W. 27th Street/Springbrook Creek shall be
measured by the cubic yard a; determined from cross sections taken before
and after excavation. The amount shown in the proposal is an estimate
for the purpose of establishing a bid price. Any excavation performed
for the diversion of Springbrook Creek shall not be included in this
item.
13-5 PAYMENT
Payment for Unclassified Excavation shall be at the unit price bid,
per cubic yard, as set firth in the Proposal, which shall be full
compensation for furnishing all labor, materials, equipment, tools,
supplies, and all incidentals necessary to complete the stripping, open
ditch excavation, grading, hauling and placement of embankment material,
compaction, and disposal of surplus, if any. Removal of all bit,minous
and asphalt pavement withing the right-of-way shall be consider as
unclassified excavation.
Payment quantities for unclassified excavation have been determined from
neat line plotted cross sections made before excavation. These cross
sections are available for inspection by the Contractor.
Payment for Unsuitable Excavation and Solid Rock Excavation shall be by
the unit price per cubic yard as set forth in the Proposal which shall be
full compensation for furnishing all labor and materials, equipment,
tools, supplies and all incidentals necessary to complete the
excavation, haul and disposal of lnsuitable material and Solid Rock, if
any.
The Unsuitable Excavation and Solid Rock Excavation quantity as shown if'.
the proposal is for the purpose of establishing a unit price only. Exact
quantities will be determined in the field as work progresses.
Culvert Excavation at S.W. 27th Street/Springbrook Creek shall be paid
for by the cubic yard at the unit price bid. Any excavation necessary to i
divert Springbrook Creek shall be considered incidental to other pay
items and no payment shall be made under this bid item for this
operation.
i
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SECTION 16 -WATER
16-1 DESCRIPTION
Wate- shall be acquired and placed in strict compliance with Lion 16 of the Standard Specifications, except as modified Sec_
herein.
16-5 PAYMENT �
There shall be no
p fortransporting and Placing ayter tshall betns
coi eredcincidentalrtosOther I�
bid pay items.
d
X
SECTION 18 - ROCK RETAINING WALL
l 18-1 DESCRIPTION
Rock retaining walls shall be constructed as shown on the Plans or
as direct by the Engineer.
18-2 MATERIALS
The wall shall be constructed of rock ranging in size from 330
pounds (2 cubic feet) to 2,003 pounds (ls cubic yard) and shall have a
uniform range of size in between. In the cut section the minimum rock
size shall increase from top to bottom with the top three feet consisting
of rock having a minimum weight of 400 pounds, the next three feet
consisting of rock having a minimum weight of 800 pounds and the
remainder of the wall consisting of rock having a mirimum weight of 1,200
pounds. In the fill section the minimum rock size shall increase from
top to bottom with the top three feet consisting of rock having a minimum
weight of 400 pounds and with the minimum rock weight for each succeeding
three foot zone increasing by an additional 400 pounds over the zone
above.
The rock shall be hard, sound and durable and be free from segregation,
seams, cracks and other defects tending to destroy its resistance to
weather. Rock used shall have a density of at least 165 pounds per cubic
foot.
18-3 CONSTRUCTION DETAILS
The rock wall shall be started by excavating a trench as staked by
the Engineer. The trench in the cuts section shall be excavated to a
depth of not less than 0.5 feet or more than 1.0 feet below subgrade.
The trench in the fill section shall be excavated to firm soil for the
entire base width of the rock wall with a minimum depth of 1.0 feet below
the existing ground. For walls in the fill section over 5 feet in height
the trench shall be excavated an additional 0.2 feet for each foot of
wall height over 5 feet.
The largest rocks shall be placed in the trench with each succeeding row
of rocks seated well on the rocks below and thoroughly tapped and driven
into place against the slope to make a tight wall containing as few voids
as possible.
In the cut section voids existing between the rock retaining wall and the
excavated bank shall be filled with Gravel Base Class B. The backfill
shall be thoroughly tamped before the next course of rocks is placed.
In the fill section the rock retaining wall shall be constructed one
course at a time as the adjoining roadway fill is placed.
The exposed face of the wall shall be made as smooth as the shape and
size of the rocks will permit and shall not vary more than 0.3 feet from
slope plane of the finished surface. Rock selection and placement shall
be such that at least 80 percent of the exposed face of the wall is rock. II
Ballast backfill shall meet the requirements of Section 23 of the
Standard Specifications for ballast, The purpose of the ballast is to
act not only as void filler but also as a filter blanket or ta^kfi11
material. Ballast will be placed 8 to 12 inches in thickness between the
entire wall and the embankment as well as being compacted into all void
Spaces. The ballast materials will be placed in lifts to an elevat'ons
approximately 6 inches below the course of the placed rock. The ballast
lifts will be placed after each course of rocks. Any ballast material on
the bearing surface of the rock course will be removed before the next
Course of rock is set in place.
18-5 MEASUREMENT AND PAYMENT
The rock retaining walls will be measured b: the Square foot of rock
wall face in place. Measurement will be to the nearest re square yard
on the basis of field meascrements on 25-foot intervals after
construct
ion,
The area of the wall will be computed from the top elevation which will
be field determined upon completion of rock placement of 25-foot
intervals or at ends and midpoints where walls are less than i0 feet in
length. The bottom elevation finished grade at the base will be measured to 9 inches below the
of the wall in a cut section and 9 inches
below the natural ground line in a fill section.
Excavation of a the rock retaining wall will he included in the uncie made for excavation
assi-
fied excavation. No further compensation will b .
Excavation beyona the limit shown on the drawing shall be at the
Contractor's expense.
The unit contract price per square yard shall be full compensation for
all labor, tools, equipment and materials, including ballast backfill,
required to perform the work as specified herein, as shown
or as directed by the Engineer. on the plans
( SECTION 19 - SURCHARGE AND SETTLEMENT PLATFORMS
I
19-1 GENERAL
Surcharge materials (preload) shall be placed on the roadway
alignment as shown on the neat line plotted cross sections included in
the plans. Prior to the placement of any fill materials or surcharge
materials, the Contractor shall install settlement platforms in the
locations indicated on the plans, The locations shown are approximate;
the Engineer will determine the final locations at the time of
construction in the field. At the cor,clusiai of the surcharge period as
determined by the Engineer, the Contractor shall remove the surcharge
materials and the settlement platform pipes.
19-2 SURCHARGE=ALS
Surcharge material shall be Bank Run Gravel Class •B- or excavated
material as directed and approved by the engineer. The material shall be
placed in accordance with Section 13 Of the Standard Specifications.
19-3 SETTLEMENT PLATFORMS
in Settlement platforms shall be constructed and ilstalled as detailed
he plans. The Contractor shall protect in place all of the settle-
mentDlatforms during the settlement period. Should the Platforms be
disturbed or damaged, the Contractor shall not'fy the Engineer ar,J
replace or repair the disturbed platforms.
19-4 MEASUREMENT
ME=NT
Furnishing and placing inported surcharge materials shall be
measured as Bank Run Gravel Class -8, by the ton. Settlement Platforms
shall be measured per each, Surcharge Excavation shall be measured by
ti? cubic yard in the field by cross sectioning the surcharge area after
:he settlement period.
19-5 PAYMENT
In the event that excavated materials are used for surcharge
purposes, the cost shall be considered incidental to unclassified
excavation and no additional payment shall be made.
Payment for furnishing and placing inported surcharge materials shall be
m ade at the unit price bid per ton for 'Bank Run Gravel Class B.-
Payment for Settlement Platforms shall be at the unit price bid per each
for "Settlement Platforms' and shall be considered as full compensation
for all labor and materials necessary to furnish, place, maintain,
remove riser pipe and any other incidentals necessary to complete the
installation and monitoring of the fill settlement platforms. Any
repair or replacements required during the settlement period shall be
considered as incidental and no additional compensation shall be paid to
the Contractor,
a
Payment for removal of surcharge materials shall be made by the cubic
{,- yard at the unit price bid for °Surcharge Excavation" Payment made for
Surcharge Excavation" shall be considered as full compensation for
excavating, hauling, and placement of surcharge materials. Surcharge
excavation materials shall be used for roadway embankments and trench
backfill as directed by the Engineer. Surplus material, if any, shall be
removed from the site and disposed of by the Contractor. All handling,
placement, compaction and disposal operations shall be included in tho
price bid per unit for Surcharge Excavation.
1
i
f
C SECTION 21 - WEIGHING
21-1 DESCRIPTION
All bid items in the Proposal which are to be measured by the ton
shall be weighed on scales certified accurate within the limits speci-
fied in Section 21.1-01, The tonnage claimed by the Contractor for all
such bid items shall be verified with weigh tickets from the material
supplier, stating the general classification of the material, tonnage,
date, the number of the carrier, and the purchaser. One copy of the load
ticket shall be given to the Engineer at tim time of delivery and shall
not be valid for payment unless each ticket has been initialed by the
Engineer.
The Engineer reserves the right to reduce the stated tonnage for material
which, in his opinion, has more than the moisture content required for
good compaction.
Material received at the job site but not satisfactory to the Engineer
shall be rejected. Al' costs associated with the unsuitable material,
including the exp=nse of disposal in waste areas, shall be bor.ie solely
by the Contractor.
Weighing will be considered incidental to construction and all costs
thereof should be included by the Contractor in the appropriate prices
bio for the material being weighed.
i
SECTION 23 - CRUSHED SURFACING 23-1 DESCRIPTION BALLASTING AND STOCKPILING
Crushed top course with Sections 23acOf surfacing
Standard d Specificationsalexcept base course shl be in acrdance
asco
oherein
mod`.fied.
Temporary crushed Burr, `ng base course shall be placed only at the
direction of the engineer to provide temporary traffic access to
driveways and streets during construction. The quantity shown in the
proposal is for the purpose Of establishing a unit price only, actuel
quantities will be measured as construction progresses. The Engineer
may require that some or all of the temporary crusheo surfacing base
course be removed because of contaminati
5ase course. on or to meet final grades.
Removal shall be considered incidental to temporary crushed surfacing
23-2=P
All rip rap used for this VOJect shall be quarry stone and meet the
following requirements.
A. Specific gravity: 2.65 minimum.
B. Breakdown
1. Rcck drop breakdown: 5 percent maximum
2. Abrasion breakdown at 1,000 revolutions: 40 percent
maximum
3• Breakdown after 10 cycles of wetting and drying: 5
Percent maximum
4• Solubility in water, breakdown, or softening: none
23-3 TEST METHODS FOR R_ RIP RAP
Unless otherwise specified in the Special Provisions or indicated
on th= drawings, test methods for quarry stone shall be as follows:
A. Apparent specific gravity per ASTM C 127.
B. Abrasion characteristics to be determined by Rock Drop Test or
Los Angeles Rattler (ASTM C 131) as required on the drawings or
the specifications.
I. Standard Rock Drop Test. Tests shall be made on gro,)ps of
five accurately weighed sizes of rock: No. 1, ranging
from 75 to 100 lbs.; No. 2, 1DO to 125 lbs.; No. 3, 125 to
150 lbs,; No. 4, 150 to 175 lbs.; No. 5, 115 three times
to 275 lb,,
Each rock of the five sizes shall be dropped on the group of the other four, in an enclosure, from
heights of 10, 15 and
feet. The
sive
shallshave a flexible medium weight8galvdnized iron flooror equivalent, set on a solid foundation. Order of
dropping shall be Nos, 3, 2, 4, 1, 5. All rock passing a
3-loth square mesh screen after test shall be weighed and
recorded as a percentage of the total initial weight of f
the five rocks,
2. Los Angeles Rattler, per ASTM C 131, Grading E.
C. Wetting and Drying, The stone shall be crushed, screened and
1,000 or 1,500 grams of the 3/4-inch to 3/8-inch fraction
taken for the test.
The crushed and graded stone shall be submerged in water for 18
hours at roan temperature, after which the drained and oven-dried at 150 degrees F sample shall be
. When aryl the sample
Shall be cooled to room temperature. This would complete one
cyc 1 e.
The percent loss shall be determined by screening the tested
sample on a No. 4 sieve and shall be computed as follows:
100 x Weight of Material Passing No. 4 Sieve =% Loss
Total Weight of Sample
D. Accelerated water breakdown and solubility test. Air-dry
samples of representative stone weighing approximately 1 lb.
each shall be immersed for 8 hours at 140 degrees F„ in
distilled water, local tap water, or 3.5 percent sodium
diloride solution,
23-4 MEASUREMENT
"Crus
ed
ng Top Course"
.TemporaryhCrru Crushed Sur acing Base Courser and-Rip Rap- will
Base Course",
by the ton. Tonnage wilt be verified in accordance wfthwSectbe measulef
the Special provision.
23-5 PAYMENT
Payment for "Crushed Surfacing Top Course", "Crushed Surfacing Base
Course", "Temporary Crushed Surfacing Base Course" and "Rip Rap" shall
shall be at the respective unit price bid per to in the Proposal. Pavment
compacting tdhe material.ered as ParentsforatioTemporary Crushen for d'Surfacing Base 1
Course shall be considered as full compensation for furnishing, placing,
compacting and removal as directed by the Engineer,
i
C SECTION 26 - r1Nk RUN GRAVEL
26-126-1 DESCRIPTION
Bank run gravel "Class B" shall conform to Section 26 of the Stan-
dard Specifications. Bank run gravel Class B shall be used to replace
unsuitable excavated trench materia% unsuitable shall
be duse. and as roade 4 way and shoulder embankment material, surcharge material or as directed
by the Engineer.
Bank run gravel Class B used as embankment material will be compacted to
a relative density of ninety-five percent (95%)Method AASMO 180 C",
as determined by Test
"
The quantity as shown in the Proposal is for the purpose of establishing
a unit price only. Exact quantities will be determined in the field as
work progresses,
26.4 MEASUREMENT
Bank run gravel Class B shall be measured by the ton according to
Section 21.
26-5 PAYMENT
Payment for "Bank Run Gravel Class B (Streets)" shall be made at the
unit price per ton as set forth in the Proposal and shall be full
compensation for all labor, equipment, materials, including compaction
and all incidentals to furnish and place the material as embankment,
Payment for "Bank Run Gravel Class B Section 61. (Trench)' is described in
(
SECTION N33ASP�T TREATED BASE
33-2_ MATERIALS
3333-2.o�HALT
Asphalt cement shall be NS4n
asphalt, Viscosity grade AR-20DO grade paving
33-3 CONSTRUCTION REW gEMENTS
33-3.06 SPREADING AND FINISHING
ATB shall be spread with an automatic paving machine to accordance
with Section 33-3.06. The nominal compacted depth of a course shall not i
exceed four inches (4•),
33-333-3-SIT1.
Additional cores may be required by the Engineer in accordance with
use Of equipment
damae to the
materials or produces sub-sta dard Workmanshipwhich ewill not nbe permitted.
33-4 MEASUREMENT
Asphalt treated base will be measured by the ton,
33-5 PAYMENT
Payment will be made for asphalt treated base on a per ton basis, I
The unit contract price per ton for ATB shall be considered full compen-
sation for furnishing all labor, equipment, materlals, tools and sup-
plies and for all other costs including test in
loading, hauling, and stockpiling the asphaltg, proddrbase aggregate,
thenasphaltthe atreat ed basealt c�andtalliother orklinot, setrforthgascbidaitems
in this contract incidental to fulfilling the requirements of these
S Decifications.
i
SECTION 34 - ASPHALT CONCRETE PAVEMENT
34-3.08 PREPARATION OF ASPHALT SURFACE III
Asphalt concrete pavement shall be `Class 8' and conform to Section II
34 of the Standard Specification except as modified herein:
a. Paving asphalt used shall be grade AR-4000W.
b. longitudinal Joints between successive courses shall be later-
ally offset a minimum of twelve (12) inches.
c. Compaction of asphalt concrete shall be in accordance with
Section 34-3.09 of the Standard Specifications.
d. Section 34-3.05A of the Standard Specifications, Automatic
Controls, Batch Type Plants, shall apply to this project.
e. Section 34-3.10, preleveling for asphalt concrete, shall be
accomplished by the use of asphalt concrete "Class 5" placed
by a paving machine.
f. Unfavorable weather Section 34-3.19. When, in the opinion of
the Engineer, the weather is such that satisfactory results
cannot be obtained, the contractor shall suspend operations
until the weather is favorable.
The asphalt concrete paving machine shall be equipped with automatic
screed controls with sensors for either or both sides of the paver
capable of sensing grade from an outside reference lint such as a ski,
sensing the transverse slope of the screed, and providing the electrical
signals which operate the screed to maintain the desired grade and
transverse slope. The grade controller or sensor shall be constructed so
it may be fitted with a ski-like shoe or ride on the adjacent mat.
The slope controller shall oe capable of maintaining the screed at the
desired transverse slope within plus or minus 0.1 per cent in a 12-foot
width. The roadway shall be n-2pared in accordance with Section
34-3.01A.
As asphalt tack coat (SS-I) shall be placed in accordance with Section 34
of the Standard Specifications. The tack coat shall be applied to all
existing pavement surfaces, asphalt or concrete and between sutcessive
layers of Asphalt Concrete Pavement. The tack coat shall be considered
as incidental to the cost of the Asphalt Concrete Pavement and no sep-
arate payment will be made for this item.
The asphalt concrete pavement shall be placed in lifts as shown or, the
plans.
34-3.11 CONSTRUCTION OF COURSES
The asphalt concrete pavement shall be constructed as shown on the
plans and in accordance with this section of the Standard Specifications
except as modified herein,
34-5 MEASUREMENT PAYMENT
Payment for furnishing and placing •Asphalt Concrete Pavement Class
B" shall be made at the unit price per ton as set forth in the Proposal
and shall be full compensation for all labor, tools, equipment,
materials and including the asphalt bike performals required to work As s
bike path. Any wwo kwhicheis essentialpetofthe
construction but for which nu bid item is included in the proposal shall
be considered as incidental to the contract.
"Incidental Asphalt Concrete shall be asphalt concrete Class B and
shall be used only at the direction of the Engineer for the restoration
of existing and new driveways, paving aprons for storm drain outfalls,
gutters and spillways, patching around manholes, valves, etc. Payment
for furnishing and placing "Incidental Asphalt Concrete" shall be made
at the unit price per ton as set forth in the Proposal and shall be full
compensation for all labor, equipment, materials and incidentals.
1
C SECTION 36 - EXTRUDED CEMENT CONCRETE CURB
36-1 DESCClIPTION
Extruded cement concrete curb shall be constructed as specified in
the Standard Specifications, Standard Plan 6A except as modified herein,
36-2 MATERIALS
Delete the sixth (6th) paragraph of this subsection.
36-3.02 MIXING AND PLACING
This section shall be supplemerted by the following: The extruded
cement concrete curb shall be bonded to the asphalt concrete surface by '
an epoxy adhesive suitable for bonding the two surfaces together and
approved by the Engineer.
36.3.D4 TIE BARS
Delete this subsection in its entirety.
i
36-4 MEASUREMENT PAYMENT
The extruded cement concrete curb will be measured by the linear
fout along the front face of the curb and returns.
Payment will be made for the following bid item when included and shown
in any particular contract.
"Extruded Cement Concrete Curb," per lines^ foot.
The unit contract price for the above item shall be full compensation for
all costs of labor, tools, equipment and materials and for complete i
installation in accordance with the plans and specifications.
SECTION 39 - CEMENT CONCRETE PAVEMENT
39-1 GENERAL
Cement concrete pavement shall be constructed in accordance with
Section 39 of the Standard Specifications except as modified herein.
Cement concrete used for pavement purposes shall be APWA air-entraining
Portland cement concrete Class 5 (1-112) with S% air content (' 1% air
content).
Longitudinal ,joints shall be spaced along each driving lane. Transverse
,joints shall be spaced at 15-foot intervals t 2 feet to accommodate
utilities. All ,joints shall be handtooled or saw cut at contractor's
option. Saw cutting shall be done as soon as possible after texturing (4
to 16 hours).
Curb and gutter can be formed integral with the pavement or separately at
the contractor's option.
39-4,1 MEASUREMENT
Cement concrete pavement shall be measured in place by the square
yard. Cement concrete curb shall be measured as noted in Section 40,
1
39-4,2 PAYMENT
Cement concrete pavement shall be paid by the square yard in place,
which shall be full compensation for all equipment, materials, labor,
and tools necessary or incidental to furnishing, placing, spreading,
finishing, texturing, ,joint construction and curing,
i
SECTION 40 - CEMENT CONCRETE CURB, CURB AND GUTTER
40-1 DESCRIPTION
Cement concrete curb and gutter shall be constricted in accordance
wito the Plars and Section 40 of the Standard Specifications except as
modified herein.
Cement concrete curb and gutter type A shall be per Standard Plan.
40-2 MAT°RIALS AND FORMS
40-2.01 CONCRETE
Cement concrete curb and gutter shall be constructed of Class 5
t.-i/2) air-(ntrained Portland cement concrete, as per Section 37,
Standard Specifications.
40-3 CONSTRUCTION DETAILS
a. Joints shall be dummy Joints at a maximum spacing of 15 feet
with expansion Joints at beginning of curves, at curb returns
and driveways.
b. The sub-base for curb and gutter sections shall be compacted
to 95 per cent density at optimum moisture content before
placing the curb and gutter,
c. white-pigmented curing compounds will not Se allowed.
d. The top of the finished concrete shall not deviate more than
one-eighth inch (1/8") in ten feet (10'), or the alignment
one-fourth inch ()/4") in ten feet (10').
e. Where shown on the plans, the concrete curb will be rammed for
wheelchairs as shown on the detail drawing in these Special
Provisions.
40-4 MEASUREMENT AND PAYMENT
Measurement and payment will be made for such of the following bid
items as may appear in the proposal:
"Cement Concrete Curb and Gutter Type A" per linear foot.
Curb and gutter will be measured by the linear foot along the face of
curb for the actual length constructed, and shall include the depressed
curb for wheelchair ramps and driveways.
.nt for furnishing and placing "Cement Concrete Curb and Gutter Type
A' nail he made at the unit price per linear foot as set forth in the
Propoo,l and shall be full compensation for all labor, equipment,
materials and incidentals, including forms. Installation of wheelchair
ramps shall be incidental to this item and no separate payment will be
made.
SECTION 41 - CEMENT CONCRETE ORiVEWAV AND ALLEY RETURN
i
41-1 DESCRIPTION
Cement concrete driveway shall be constructed at the locations
shown on the construction, clans and where directed by the Engineer, and
shall be in accordance with Section 41 of the Standard Specifications
except as modified herain, and as shown on the plans.
41-2 MATERIALS
The Portland cement concrete, joint filler and curing materials
shall conform to requirements outlined in Section 37, Portland Cement
Concrete Materials. The concrete mix shall be as specified for Class 5-
(1-112), and the sluap of the concrete shall not exceed three and
one-half (3-1/2) inches and have a minimum design strength of 3000 PSI.
41-3 CONSTRUCTION DETAILS
41-3.01 EXCAVATION AND SUBGRADE
Excavation for driveways shall be considered incidental to the con-
struction of the driveway, and no payment will be made the Contractor
therefor.
Subgrade preparation for driveways and the required compaction
shall conform to the applicable requirements in Section 15-2.02 to pro-
v
ide a firm, unyielding subgrade acceptable to the Engineer,
41-3.02 FORMS AND FINE GRADING
Forms for the straight sections of the driveway shall have a minimum
thickness of two (2) inches and be equal to the nominal depth of the
concrete. Plywood of one (1) inch lumber may be used on radii. All
forms shall be securely staked and blocked to true line and grade.
A template shall be set upon the forms and the subgrade shall be
fine graded to conform to the required section.
41-3.04 CURING AND PROTECTION
The curing materials and procedures defined in Section 37 and 39
shall be used. The driveway shall be protected against damage or Deface-
ment of any kind until acceptance by the Owner. Any driveway or alley
return not acceptable, in the opirions of the Engineer because of damage
or defacement, shall be removed and be replaced by the Contractor at his
expense.
Before placing any concrete, the Contractor shall have on the job
site enough protective paper or equivalent to cover, the pour of an entire
day, in event of rain or other unsuitable weather conditions.
White pigmented compound will not be allowed.
l
41-4 MEASUREnNT
( Measurement for cement concrete driveway will be made by the square
yard for all surface concrete driveway Placed.
41-5 PAYMENT
Payment for furnishing and Placing "Cement Concrete Drive Way (6-
inches thick) shall be made at the unit Price per square yard as set
forth in the Proposal and shall be full compensation, for all labor,
tools, equipment, materials and incidentals required to perform the work
as specified. Any work which is essential to the construction but for
which no bid item is Included in the proposal shall be considered as
incidental and the costs thereof shall be included in the Pay items of
the Proposal.
I
SECTION 42 CEMENT CONCRETE
----_=_— E SIDEWALKS �
42-1 DESCRIPTION
Cement concrete sidewalk shall be ^onstructed in accordance with
Section 42 of the Standard Specifications, except as modified herein,
and as per detail drawing incorporated within these Special Provisions.
42-2 MATERIALS
The concrete mix for the sidewalk shall be Class 5 (1-1
water content ratio not to ezceed 5.75 gallon /2) with a
s and a mazl -1 slwp of
3 112 inches with a minimum design strength of 3000 PSI.
42-3 CONSTRUCTION DETAILS
a. Delete the last sentence, second paragraph of Section 42-3.03.
b. Dummy joints at five (5) foot centers shall be formed by cut-
ting a groove in the concrete with a tee bar after the concrete
has taken the initial set. The size of the dummy joint shall
be as shown on the detail drawing. Once the dummy joints have
been cut, the sidewalk shall be furnished in accordance with
Section 42.
C. The sidewalk shall be divided into panels by scoring one-
fourth inch (1/4") deep on give (,5) foot centers transversely,
d. Cement concrete sidewalks shall be constructed to a minimum
thickness of four inches (40) and to the width as shown on the
construction plans.
e. Panels and joints shall be similar to Standard Plan No. 14,
Type "B" of the Standard Specifications.
42-3.03A DEPRESSED CURB (WHEELCHAIR RAMP)
At intersections where new cement concrete curbs are to be con- 1
strutted, the Contractor sha
curbs shalt be con ll construct depressed curbs. The depressed
structed in accordance with APWA Standard Plan 14C and
as directed by the Engineer.
42-442-4 MEASUREMENT
Measurement for cement concrete sidewalk will be by the square yard
for all surface of concrete walk Placed.
42-5 PAYMENT
T hit kPaymen boo furnishing
t the unit and pricing per Square
Concrete Sidp-alk 4"
t orth in
the Proposal and shall be full conpensationgfor eallrlabor as 5eequipment,
materials, and all incidentals. Installation of wheelchair ramps shall
be considered incidental to and part of the price for the concrete
sidewalk.
SECTION 44-6 - PAINT STRIPING
44-6.01 4" SOLID STRIPE
Painte4 pavement striping shall be installed in accordance with
Section 8-22 of the "Standard Specifications for Road and Bridge Con-
structicn 1977" of the Washington State Highway Commission. The Con-
tractor shall comply with the following material specification for paint
striping.
Traffic Line Paint shall be furnished in accordance with the Speci-
fications for Formula W-77 (Wh'te) and Y-77 (Yellow). Copies of these
Specifications are available at the Washington State Department of
Transportation, Materials Laboratory. Pc t Office Box 167, Olympia,
Washington 98504. i
44-6.02 MEASUREMENT
"Paint Stripinn" shall be measured per linear foot of striping and
no deduction shall be made for the skip between stripes when measuring.
44-6.03 PAYMENT
Payment shall be made for "Paint Striping% per linear foot, at the
contract unit price as set forth in the proposal and shall be full
compensation for furnishing all labor, tools, materials and equipment
necessary or incidental for the completion of the work as specified
herein.
44-7 THERMOPLASTIC PAVEMENT MARKINGS
This work shall consist ,f furnishing and placing thermoplastic
pavement marking upon the roadway surface for delineation in the form of
crosswalks, directional arrows, traffic letters, and stop bars, at the
locations shown on the plans in accordance with these special provisions
and the latest edition of the MUTCD, or as directed by the Engineer.
Pavenent markings as referred to herein shall comply with the following
definitions:
Crosswalks. Crosswalks shall consists of two solid lines of white
p astic material 12 inches in wid h parallel to one another and
separated by a minimum distance of OLf_eet or as shown on the plans,_
Traffic Arrows. Traffic arrows shall conform to the details shown
on the Dian and shall be of white plastic material.
Traffic Letters. Traff • letters shall conform to the details
sin rn he CD and!o, in the plans and shall be of white plastic
material.
Stop_ Bar. A stop bar shall be a solid line of white plastic
mater-57 12 inches in width placed across the traffic lanes where
and as shown on the plans.
The materials to be used to form the abovz describ?d payment markings
shall be:
1. 3M STAMAkK brand pliant polymer pavement marking film, 60 mil
thickness, applied with contact adhesive, manufactured by 3M
Company, 3M Center, St. Paul, Minnesota 55101, or
2. Catatherm ABITOL formulation, 125 mil thickness, hot extruded
Thermoplastic manufactured by Ferro Corporation, Cataphote
Division Post Office Box 2369, Jackson, Mississippi 39205,
3. Or equal
All materials shall be installed according to the manufacturer's recom-
mendations and a manufacturer's representative shall b- present prior to
the application of any markine_; to approve the proper installation pro-
cedures or as directed by the Engineer.
All contaminants within the areas to receive thermopnastic pavement
markings shall be removed. Large areas of tar, grease, paint or foreign
materials may require sandblasting, steam cleaning or power brooming to
accomplish complete removal.
44-7.01 ME.SUREMENT ANL P.4YMFNT
Payment will be made for su:h of the following listed bid items as
are included in the proposal and payment will be made under:
"Thermoplastic Crosswalk", per linear foot.
"Thermoplastic Stop Bar", per linear foot.
"Thermoplastic Traffic Arrow", per each.
"Thermoplastic Traffic Letter", per each.
The unit contract prices per linear foot/,for "Therronlostie Crosswalk"
and "Thermoplastic Stop Bar" and per each for "Thermoplastic Traffic
Arrow" and "Thermoplastic Traffic letter" shall be. full compensation for
furnishing all labor, tools, materials and equipment necessary or
incidental for the completion of the work as specified herein.
44-8 TRAFFIC SIGNS
44-8.1 DESCRIPTION
Where shown on the plans or as directed by the Engineer, post
mounted traffic signs, of a regulatory nature, shall br installed or
relocated by the Contractor. The new signs shall be manufactured and
installed in accordance with the current edition of the "Washington
State Sign Fabrication Manual" of the Washington State Highway Commis-
sion.
The code numbers referred to in the plans are in accordance with the Sign
Fabrication Mar, al noted above.
i
44-8.2 SIGN TYPE AND SIZE
New traffic control signs and posts shown on the plans shall conform
to the following sizes:
R2-1 Speed Limit 24" x 30" Post Length - 11-
Signs shall be mounted on 4" x 4" posts, and shall conform to the
requirements of Section 9-28.15(2) of the "Standard Specifications for
Road and Bridge Construction", 1980 Edition, of the Washington State
Transportati )n Commission. All posts shall be painted with three (3)
coats of exterior white paint.
44-8.3 CONSTRLKTION REQUIREMENTS
Signs are located on the plans. These are tentative locations
subject to change by the Engineer. The post lengths spAcified are
estimated for bid purposes only. Final lengths of timber posts shall be
determined in the field by the Contractor prior to fabrication.
All reflectorized signs located up to 25 feet from edge of pavement shall
be turned 30 out and those lccated more than 25 feet shall be turned 10
in fron the pavement edge of oncoming traffic. lanes. All sign posts
shall be pli-nb and signs level. The signs shall be inspected at anight b the Engine,-, and if specular glare occurs from failure to instll at 3�as stipulated, the Contractor shall reinstall the sign; at his own
expense.
The pust holes shall be of sufficient dimensions to allow placement and
thorough compaction of selected backfill material completely around the
Post. Selected backfill material shall consist of earth or fine sandy
grasel free from organic matter with no individual particles exceeding
1-112 inches in diameter.
44-8.4 RELOCATING EXISTING SIGNS
Existing traffic control signs on the project shall be removed and
relocated by the Contractor as shown on the plans and as directed by the
Engineer. Relocation installation shall be in accordance with Section
44-8.3 above.
44-8.5 MEASUREME' AND PAYMENT
The unit contract price per each for "T. affic Control Sign (Type and
Size)" and "Remove and kelocate Existing Sign" shall be full compen.
sation for all labor, tools, materials and equipment necessary or
incidei,tal to the furnishing, placing, painting, stockpiling and
relocating of traffic control signs for the project.
44-9 LANE MARKERS
44-9.1 DESCRIPTION
W�iere shown on the plans or as directed by the Engineer, the
Contractor shall furnish and Install lane markers of the type specified,
in accordance with these specifications, and in reasonably close
conformity to the dimensions and shapes shown in the details. Lane
markers Type 2 shall be furnished with opposing white and red reflective i
faces for lane line delineation and opposing blue faces for marking
hydrant locations.
44-9.2 MATERIALS
i
Lane markers shall meet the requirements of Section 9-21 of the
WSDOT Standard Specifications, current edition. The adhesive shall meet
the requirements of Section 9-26.2 of the WSDOT Standard Specifications, ?
current edition.
44-9.3 CONSTRUCTION RE IREMENTS
Lane markers shall be installed in accordance with the requirements
of Section 9-09, WWOT Standard Specifications, current edition.
44-9.4 MEASUREMENT AND PAYMENT
Lane markers shall be measured per each. The unit contract price
per each for "Lane Marker Type 1" and "Lane Marker Type 2" shall be full j
compensation for all labor, tools, materials and equipment necessary or
incidental to the furnishing and placing of the lane markers. i
44-10 T941—DID PLASTIC TRAFFIC BUTTONS
- - A pow#4s «w rws t sAwpcATravr J
44-10.1 DESCRIPTION
i
Ten—inch plastic traff; buttons shall be installed at the
locations shown on the plans a,., as directed by the Engineer.
44-10.2 MATERIALS
Een<ipth glastic traffic buttons shall conform to APWA Standard
Plan No. 27, Type 125D.
44-10.3 CONSTRUCTION REQUIREMENTS
The le"Tteh `plastic traffic buttons shall be cemented to the
pavement surface with epoxy. Installation shall be in accordance with
Section 44-9 aoove. \
4444=10.4 MEASUREMENT AND PAYMENT
1 ~'� -
Plastic traffic buttons shall be measured per each. The unit
contract p-ice per each for "19-inch Plastic lraffic Buttons' shall be
full compensation for all labor, tools, materials and equipment
necessary or incidental to the furnishing and placing of the traffic
buttons.
SECTION 47 - EROSION CDNTROL
47-1 DESCRIPTION
The Standard Specifications shall be amended by the following:
Erosion control shall be placed on finished slopes not requiring
restoration in accordance with Section 71 herein.
47-2.01 TOPSOIL
Top soil will nct be required on t�is .ct.
47-2.02 SEED
Seed mix shall conform to the following specifications by weight:
Colonial Bentgrass (Highland or Astoria) 10%
Red Fescue (Illahee, Rainier or Pennlawn) 40%
Blue Grass (Merlon, Windsor or Park) 40%
English Perennial Rye 10%
Seed shall be applied at the rate of 160 pounds per acre.
47-2.03 FERTILIZER
Fertilizer shall be commercial organic or inorganic fertilizer con-
taining the following proportions by weight:
Total Available Nitrogen 10% (of which 50% is de-
rived from 38% slow-
release ureaform)
Available Phosphorous
(Analyzed as P205) 20%
Available Potassium
(Analyzed as K20) 20%
Fertilizer shall be applied at the rate of 250 pounds per acre.
47-2.04B MULCH
Mulch shall consist of wood cellulose fiber and be applied at rate
Of 1,000 dry pounds per acre.
47-4 MEASUREMENT
The quantity of seeding, fertilizing and mulching shall be based on
ground slope measurement in acres of actual seeding, fertilizing and
mulching placed and accepted.
47-5 PAYMENT
The unit contract price per acre for "Seeding, Fertilizing, and
Mulching" shall be full compensation for all labor, tools, materials and
equipment necessary or incidental to the placing of the materials noted
herein.
i
SECTION 50 - MONUMENTS
This section of the Standard Specifications will not apply to this
project and shall be deleted in its entirety. In its place the following
specifications shall be inserted.
50-1 DESCRIPTION
The work consists
f
marker r plugs. casti onrframesganddcoverslat he points indicated
bronze indicated
on the plans.
SO-2 MATERIALS
All cast iron frames, covers, bronze marker plugs, and concrete
monuments will be furnished and set by the contractor.
50-3 CONSTRUCTION DETAILS
50-3.01 REFERENCE POINTS
The Engineer will referer_e all monument points in advance of con-
struction. The Constractor shall be responsible for saving and Protect-
ing all reference points until the monuments are set.
50-3.02 SETTING OF MONUMENTS FRAMES AND COVERS
Upon the completion of the street paving through the first lift of
Class "B" Asphalt Concrete Pavement, the Contractor shall notify the
Engineer that the street is ready for monumentation. The engineer will
set the required monument reference points. The contractor shall then
set the monuments, bronze marker plugs, frames, and covers. Uoon comple-
tion of the monuoentation, the Contractor shall complete the paving
operation taking care to protect the line and grade of the monument case
and cover, The Engineer shall scribe the monument point upon completion
of the paving work.
�0-3.03 DOTAGE TO MONUMENT
In the event the Contractor disturbs the monument, frame, and cover
in the process of completing the project, he shall immediately contact
the Engineer to check the monument. The Contractor shall pay the total
cost of checking and shall reset the monument or case and cover at no
additional expense to the City. The payment for checking shall be
c2ducted from the amount owed to the Contractor for his work on the
project. Failure to notify the Engineer of a disturbed monument by the
Contractor shall bear an additional one hundred dollars ($100) penalty
to be deducted from amounts owed to the Contractor plus the cost of
resetting the monument.
50-4 MEASUREMENT AND PAYMENT
Payment for "Monuments" shall be at the unit price per each as set
forth in the proposal. The unit contract price per each shall be full
compensation for all labor, tools, materials and all incidental work
required for furnishing and installing survey monuments, bronze plugs,
frames and covers complete in place at in accordance with the plans and
specifications or as directed by the Engineer.
SECTION 52 - REMOVAL OF EXISTING STREET IMPROVEMENTS
52-2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT
Remcva. of asphalt concrete pavement upon any ty^e of base shall be
incidental to unclassified excavation. The Contractor shall sawcut
pavement as indicated on plans or as directed by the Engineer. The
sawcutting of pavement shall be considered as incidental to the pavement
removal and the tests thereof shall be included in other items of the
proposal. Included shall be all roadway exce,,ation and grading required
to reach the new grades and elevations and compaction of the existing
subgrade to 95 percent of mevimun density measured in accordance with
Section 13-3.10E5 or such other density required by the Engineer.
52-2.05 REMOVAL OF CONCRETE CURB AND GUTTER
The f . , section of the ccncrete curb and gutter shall be removed
and disposed of as shown on the plans or as directed by the Engineer.
52-2.07 REMOVAL OF CATCH BASINS, MANHOLES, SUMPS, CULVERTS ETC.
Existing catch basins, sumps, storm drains, water main and culverts
shall be removed and disposed of as shown on the plans or as directed by
the Engineer. All voids created by the removal of existing structures
shall be backfilled with Bank Run Gravel Class B or with suitable job
excavation material as directed by the Engineer. Pipes abandoned but to
remain in the ground shall be plugged wit) concrete to a depth of 2 pipe
diameters or one foot, whichever is -eater.
52-2.09 WASTE DISPOSAL
Shall be in accordance with Section 4-1.06.
52-3 MEASUREMENT AND PAYMENT
Payment for removing existing street improvements shall be made at
the respective unit prices as set forth in the proposal, and shall be
complete compensation for all labor, materials, and equipment necessary
to perform the work including disposal. Renoval�b pitons not set forth
in the Proposal shall be considered as incidental to the construction and
the costs thereof shall be included in other !terns of the proposal.
The existing corrugated metal culverts at the intersection of Spring-
bronk Creek and S.W. 27th Street shall be removed and disposed of by the
Contractor. Springbrook Creek shall be diverted to allow excavation
within the channel during the culvert replacement operation. Payment
for removing these culverts and diverting Springbrook Creek snall be at
the Lump Sum Price bid as set forth in the proposal for the Bid Item:
"Remove Springbrook Creek Culverts and Divert Creek". All other culvert
removals shall be considered as in-idental to other items of
construction,
SECTI ON 53 - ADJUSTMENT I'I
E T Of NEW AND E%ISTING LrcYLITY STRUCTURES TO FINISH
GRADE
53-1 DESCRIPTION
The adjustment of existing utilities shall be accomplished in com-
pliance with Section 53 of the Standard Specifications except as modi-
fied herein,
53-3 CONSTRUCTION DETAILS I'1
53-3.01 ADJUSTING OF MANHOLES CATCH BASINS AND SIMILAR STRUCTURES f�
No adjustment of manholes, catch basins, inlets, monument frames,
sanitary sewer clean-outs, and similar structures will be permitted
after the final lift of Class B asphalt concrete pavement is completed.
Prior to placement of the asphalt concrete leveling course, the
Contractor shall carefully check the finish grade of all such structures
to make any final adjustments necessary, Care shall be taken in placing
the leveling and wearing courses to prevent damage to the casting or to
its position.
'i
Adjustment of existing manholes, catch basins, sanitary sewer clean-outs
and inlets shall be constructed in the sane manner and of the same
material as that required for new construction.
i
ii
Monument frames and valve box castings shall be solidly embedded in
either asphalt concrete or cement concrete in a manner approved by the
Engineer prior to placement of the wearing course.
53-3.01H REPLACE EXISTING GRATES WITH SOLID RING AND COVLR
Existing grates shall be replaced with a solid cover (Standard plan
No. 42) as shown on the plans and as directed by the Engineer.
5353=4 MEASUREMENT i' PAYMENT
Payn,e,,t fer adjusting each existing utility structure to grade
shall be et the respective unit price bid per each as set forth in the
Proposal and shall be full compensation for all labor, equipment,
materials, and all incidental costs necessary to complete the work.
Adjustment of new manholes, catch basins, sanitary sewer ele.n-outs,
inlets, monument frames, and similar structures shall be considered
incidental to each respective contract item. Asphalt concrete used to
patch around utilities shall be paid for as incidental Cl,- asphalt,
per ton under the appropriate bid item.
Final adjustment for new sanitary sewer manholes shall be considered
incidental to the construction a .J installation of the structure itself,
and no separate payment will be made therefor,
SECTION 54 - PAVEMENT PATCHING
( 54-1 DESCRIPTION
Pavement patching will be required on all trench crossing of exist-
ing roadway prior to construction of new roadway and wherever the line of
work crosses existing travel ways.
The Contractor shall remove all types of travelway surfaces as part of
trench excavation in accordance with the requirements of Section 61
herein.
54-3.01 GENERAL
The Contractor's attention is directed to the requirements of Sec-
tion 7-1.15 herein.
54-3.04 ASPHALT CONCRETE STREETS DN GRANULAR BASE
Pavement patching material shall be Class "B" asphaltic concrete as
specified in Section 34. Standard Specifications. Crushed surfacing
material shall be as specified in Section 23 of the Standard Speci-
fications.
After backfilling and compaction to line and grade has been completed
four `4) inches of 5/8 inch minus crushed surfacing top course shall be
applied and compacted to the satisfaction of the Engineer.
The existing pavement shall be cut to a straight horizontal and neat
vertical line. This cut shal'. be made one (1) foot beyond the trench
shoulderline. The newly cut edge shall be painted with dilute asphalt or
SS-1 emulsion immediately prior to the placement of the patch.
Asphalt concrete Class B pavement shall be placed in one lift cf two (2)
inch thickness over the previously placed layer of crushed surfacing.
The patch shall be rolled to a smooth riding surface, flush with the
surface of the existing asphalt. Immediately thereafter, all Joints
between the new and original asphalt shall be painted with hot asphalt
emulsion and be covered with dry paving sand before the asphalt solidi-
fies.
54-4 MEASUREMENT AND PAYMENT
5454=4.01 ASPHALT CONCRETE PAVEMENT PATCHING
Measurement for asphalt concrete pavement patching will be made by
the square yard on the plane of the surface patched and will be based on
the actual length and width of the patch. Payment will be at the unit
contract price bid per square yard for "Asphalt Concrete Pavement
Patching" and shall be fill compensation for all labor, materials,
tools, and equipment required in furnishing, placing and compacting the
crushed rock and asphalt concrete Class "B".
SECTION 57 - FINISHING AND CLEANUP
57-1 DESCRIPTION
Finishing and cleanup shall be completed in accordance with Section
57 of the Standard Specifications.
57-2.1 PRIVATE PROPERTY RESTORATION
The scope of this subsection is limited to those areas where
individual property owners have improved their properties on the right-
of-way immediately in front of their properties. it is the intent of
this section to provide for the restoration of any and all improvements
which the Contractor may damage or remove in the course of construction.
A complete set of pre-construction photographs showing existing private
property improvements will be maintained by the Engineer to document the
existence and extent of these improvements.
v
It will behoove the Contractor to take every oossible precaution to
preserve the existing improvements. All damaces to existing improve-
ments from the Contractor's operation, whether in the right-of-way or
within private property, shall be the sole responsibility of the
Contractor to remedy. All such areas shall be restored to their pre
construction equivalent to the satisfaction of the Owner, r err
All utilities including bu4 not" imitk to' sewer, water, 4as, telephoner
power and petroleum pipelines interrupted or uprooted during construc-
tion shall be repaired, replaced and/or restored to the satisfaction of
the Owner.
57-3 MEASUREMENT AND PAYMENT
Measurement for Private Property Restoration shall be by the Lump
Sum and payment si.all be full compensation for all labor, materials,
tools, equipment and all other costs necessary to restore all private
property.affected by the construction to its pre-construction condition.
Thetun4t price bid for Private Property Restoration shall be paid in
addition to other applicable pay items including Incidental f.;phalt
Concrete Pavement, Extruded Cement Concrete Curb, Bank Run Gravel Class
"C", Temporary Crushed Surfacing Base Course, and Crushed Surfacing Top
Course.
Costs incurred from the repair of damaged existing utilities shall be
considered incidental to Private Property Restoration. No additional
payment shall be made.
Payment for finishing and cleanup shall be per lump sum price bid and
shall constitute complete compensation for all labor, materials and
equipment necessary to carry out the cleanup operation.
57-6.02 RELOCATE EXISTING MAILBOXES AND STAND
The existing mailboxes and stands shall be relocated as shown cn the
plans or as directed by the Engineer.
Mailbox removal and relocation shall be considered incidental to private
property restoration and therefore no separate payment shall be made.
DIVISION III - SANITARY SEWER AND STORK DRAINS
i
SECTION 60 - PIPE. MATERIALS, AND TESTING FOR SEWERS DRAINS AND CJLVFRTS
60-1 DESCRIPTION
All pipe used in this project shall be. (1) for the sanitary sewer +
system - polyvinyl chloride (PVC) pipe or ductile iron pipe or nvnrein-
forced concrete pipe as shown on the plans or as directed by the Engi-
neer; (2) for the storm drain sys am - either nonreinforced concrete pipe i
or reinforced concrete pipe. Corrugated alloy or corrugated steel pipe
shall only be allowed as shown specifically on plans.
i
Pipe material, gaskets, and couplings shall be in accordance with I
applicable sections of the Standard Specifications and as modified in !
these Special Provisions,
60_3 MATERIALS AND TESTING
The Contractor shall require his pipe suppliers to furnish
certificates signed by their authorized representative stating the
specifications to which the materials or products were manufactured.
Certificates showing nonconformance with these specifications shall be
sufficient evidence for rejection.
Approval of certificates shall be considered only as tentative accep-
tance of the materials or products, and such action by the Engineer will
not relieve the Contractor of his responsibility to perform field tests
and to replace or repair faulty materials, equipment, and/or workman-
ship,
60-3.01 PIPE MATERIALS
The storm drain pipe shall be constructed in accordance with Sec-
tion 60 of the Standard Specifications except as modified herein:
a. All fittings shall be of the same material and class as the
pipe.
b. All concrete ,joints shall be rubber gasketed.
C. All concrete pipe for tee connections shall be;
1. Provided with a factory installed bell for
connection to the side run of pipe, or
2. Provided with a knockout for making up the tee
connection in the field.
Breaking open the pipe in the field will not be acceptable.
60-3.01A CONCRETE PIPE, NONREINFORCED
Nonreinforced concrete pipe shall conform to ASTM Designation C14,
Table 1 (Class 3) and shall have flexible gasketed ,joints. The require-
ments of Section 60-3.01A of the Standard Specifications for per-
meability testing shall remain in force. All drain pipe smaller than or
equal to 24-inch diameter shall be nonreinforced.
60-3.018 CONCRETE PIPE REINFORCED
Reinforced concrete pipe shall be Class 2, and shall be provided for
all drain pipe greater than 24-inch diameter, unless otherwise noted on
the Plans.
60-301F DUCTILE IRON PIPE
Ductile iron pipe shall conform to AWWA C-151-76 (ANSI A21.51)
Thickness Class 52. The pipe shall be cement mortar lined and sealed
with a bituminous material on the inside, and shall have a bituminous
coating on the outside. All linings and coatings shall be in accordance
with ANNA C-104-74 (ANSI A21.4).
60-3.01H PVC PIPE
PVC pipe for the gravity sanitary sewer line shall be extra strength
plastic pipe conforming to ASTM D3034 - SDR35. Pipe shall be Johns-
MLnville RING-TITE PVC sewer pipe or an approved equal. Pipe joints
shall be bell and spigot with flexible rubber ring gasket.
60-3.011 STEEL PIPE ARCHES
Pipe arches shall be 10-gauge corrugated steel with Treatment 2.
60-3.02 JOINTING MATERIALS
60-3.02G PVC
Gaskets for the gravity sanitary sewer line shall be flexible rub-
ber ring gaskets. Asbestos cement manhole couplings shall be cast
directly into the manholes for connection to the PVC gravity sewer pipe.
60-7 MEASUREMENT AND PAYMENT
Payment for sanitary sewers, storm drains and culverts shall be at
the applicable unit price per linear foot of pipe for the (Size) (Type)
listed in the bid schedule, payment for which shall constitute full
compensation for the pipe, in place, complete, including clearing,
g9rubbing, pavement removal, excavation, backfill, compaction, pipe, pipe
layinq, joining, and testing, disposal of trench material to be wasted,
d, ing, all surface restoration, all incidental work ne .ssary,
,„,oval or plugging of existing pipes and structures to be abandoned, and
Lonnection of new pipes to existing facilities.
SECTION 61 - TRENCH EXCAVATION BACKFILL FDUNDATION AND BEDDING FOR
i SEMER� RAINS AN uULVE TS
61-1 DESCRIPTION
Trench excavation and backfill shall be constructed in accordance
with Section, 61 of the Standard Specifications except as modified
herein.
61-2 CLASSFICIATION OF TRENCH EXCAVATION AND BACKFILL
Trench excavation and backfill shall be Class A.
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61-3 CONSTRUCTION DETAILS it
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61-3.01 EXCAVATION
The length of trench excavation completed ahead of the pipe laying it operation shall be kept to a minimum. Should the maximu trench width be
exceeded, the Contractor shall furnish a stronger grade of pipe and/or
higher classification and amount of bedding material, as directed by the
Engineer, at no additional cost to the Owner. Trench widths narrower
than the maximum will be permitted. In all cases, the trench must be of
sufficient width to permit proper jointing of the Pipe and back-filling of
materials along the sides of the pipe.
The Contractor shall inform and satisfy himself as to the character,
quantity and distribution of all material to be excavated. No payment
shall be made for any excavated material which is used for purposes other
than those designated. Should the Contractor excavate below the desig-
nated lines and grades without prior approval, he shall replace such
excavation with approved material, in an approved manner and conditions,
at his own expense.
The engineer shall determine the suitability of material to be used as
backfill. All unsuitable and excess excavated material shall be wasted
as specified by the Engineer.
No separate or extra payment of any kind will be made for storing,
handling, drying, wetting, hauling or manipulation of excavated
materials.
Excavation at all time shall be kept free from water to facilitate fine
grading, the proper laying of pipe and structures and joining of pipe and
prevention of damage to completed joints. Any and all required dewater-
water shall
rom ewithinpthehed ex cavation wi wells llonot well
bepoint
permitt d. Water ingt of
he
excavations shall not be allowed to flow through the pipe or structures
while construction work is in progress unless special permission to do so
has been given by the Engineer,
The Contractor shall ascertain to his own satisfaction the extent to
which water may occur, the nature of the material in which it will
appear, and the extent to which such occurrence of water shall affect his
bid.
Dewatering of the excavation must be controlled to prevent damage from
settlement due to possible lowering of the adjacent groundwater table.
It shall be the Contractor's responsibilty to study the soil boring
information and make �iis own determination as to the extent of control
necessary for groundwater and for trench stability. The Soils report was
prepared coley for the purposes of design and the Contractor shall not
interpret the information presented as requirements for construction.
The Contractor may wish to provide for monitoring for settlement of the
adjacent areas for his protection. No separate or extra payment of any
kind will be made for any such monitoring, and any costs associated with
monitoring, if provided, shall be included in the appropriate lump sum or
unit bid prices in the proposal.
61-3.01A EXTRA DEPTH TRENCH EXCAVATION
Several sanitary sewer runs on this project require deep trenches.
Where the average depth of the required trench excavation between any two
sanitary ,ewer manholes exceeds twelve (12) feet in vertical depth, a
payment for "Extra Depth Trench Excavation for 12 feet to 16 feet Deep I Trenches" and "Extra Depth Trench Excavation 16 feet to 20 feet" will be
made to the Contractor in addition to the unit contract price bid for
installed pipe. The extra payment will be for each lineal foot of pipe
successfully laid and tested between the manholes in question.
For purposes of determining where the payment for extra depth trench
excavation is to be made, the average depth of required trench excavation
shall be defined as the average, calculated to the nearest tenth (0.1) of
a foot, of the depths of the two manholes at either end of the pipe run in
question, measured from the invert of the pipe to the top of the manhole
cover, to the nearest tenth (0.1) of a foot. The length of the pipe run
shall be the distance between manhole centerlines - +sured to the near- +est tenth (0.1) of a foot.
Where sanitary saver laterals are involved the average depth of required
trench excavation shall be defined as the vertical distance, measured at
th^ sewer main to the nearest tenth (0.1) of a foot, from the invert of
the sanitary sewer lateral in question, to the top of the manhole cover,
or to original ground, whichever is applicable.
61-3.03 FOUNDATIONS AND BEDDING FOR SEWERS 6 DRAINS
61-3.03A FOUNDATION PREPARATION
Over excavation to remove unsuitable material shall be performed
only when so ordered by the Engineer. When foundation material is
required, all costs for procurement and placement, including removal and
disposal of unsuitable materials, shall be included in Lhe unit contract
price per cubic yard f�- "voundation Material", unless specifically
provided for in other bid items.
All provisions for Section 61-3.03A of the Standard Specifications shall
remain in effect.
61-3.03C CLASS C BEDDING
Bedding procedures and materials shall be in accordance with
Section 61-3.03C3 for "Class C" bedding and Section 61-3.03C5 for
materials.
61-3.03D1 BEDUiNG FOR PVC PIPE
Pioe bedding procedures and material for PVC sewer lines shall be in
accordance with Section 61-3.03D1 of the Standard Specifications except '
as modified herein.
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The bedding material shall be clean, free-draining sand and gravel, with
all material passing a 1/2-inch square mesh sieve and a maximum of 2 i
percent passing a #200 square mesh sieve. The material shall contain
,just sufficient fines to fill the voids and provide a homogeneous grada-
tion. The material shall be compacted to 95 percent of the maximum.
density determined by the "Compaction Control Test" specified in Section
13-3.10E5. The material shall be obtained from a source selected by the
contractor and shall be subject to the prior acceptance of the Engineer.
Before backfilling with bedding material is begun, the trench shall
first be cleaned of all roots, loose stones, and other debris. Bedding
materials shall be placed only upon undisturbed earth.
The bedding material shall be mechanically compacteo to obtain a firm
unyielding foundation.
The Engineer reserves the right to order, in writing, that the pipe
bedding material be omitted and no payment made, where in his opinion,
the native material has such properties that it may be used to adequately
bed the pipe involved. The Contractor is cautioned against submitting an
unbalanced unit bid price for piping bedding material since any or all of
the pipe bedding requirements of the Specifications may be deleted
during construction. For this Contract, pipe bedding material shall not
be considered a major item as defined in Section 4-1.03. _
Where the requirements for pipe bedding material is deleted by the Engi-
neer, the requirements for Class a bedding shall apply and all costs
thereof shall be considered incidental to the construction.
61-3.03D2 BEDDING FOR CORRUGATED METAL PIPE
Pipe bedding procedures and material for the storm drain pipe
bedding shall be in accordance with Section 61-3.03C3 for Class C Bed-
ding.
The material shall be compacted to 95 percent of the maximum density
determined by the "Compaction, Control Test" specified in Section 13-
3.1OE5. The material shall be obtained from a source selected by the
contractor and shall be subject to the prior acceptance of the Engineer.
Before backfilling with bedding material is begun, the trench shal'
first be cleaned of all roots, loose stones, and other debris. Bedding
materials shall be placed only upon undisturbed earth.
The bedding material shall be mechanically compacted to obtain a firm
unyielding foundation. -�
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The Engineer reserves the right to order, in writing, that the pipe
bedding material be omitted and no payment made, where in his opinion,
the native material has such properties that it may be used to adequately
bed the pipe involved. The Contractor is cautioned against submitting an
unbalanced unit bid price for piping bedding material since any or ail of
the pipe bedding requirements specified on the Plans may be deleted
during construction. For this Contract, pipe bedding material shall not
be considered a major item as defined in Section 4-1.03.
Where the requirements for pipe bedding material is deleted by the Engi-
neer, the requirements for Class D bedding shall apply and all costs
thereof shall be considered incidental to the construction.
61_3.04 CRIBBING AND SHEETING
Trench-bracing, cribbing, and sheeting is expected to be required
to prevent rave-in of the trench calls or subsidence of areas adjacent to
�
the trench. It shall be the sole responsibility of the Contractor to
design and insure adequacy of cribbing and sheeting.
a
The Contractor shall determine requirements for and place sheeting,
ahoring and other trench restraints to preclude any and all trench bottom
heave and to provide a stab'e trench bottom which will not settle. No
separate or extra payment of any kind will be made for any such sheeting
and shoring and any costs associated with such sheeting and/or shoring
shall be included in the appropriate lump sun or unit bid prices in the
proposal.
All provisions of Section 61-3.04 of the Standard Specifications shall ` -
remain in effect and the Contractors attention is particularly directed !„
t0 this section.
61-3.05 BACKEiLLING FOR SEWERS AND DRAINS
Initial backfilling shall be performed only after inspection and
approval of the installed pipe. The initial backfill material shall be
carefully hand placed in strict accordance with Section 61-3.05 of the
Standard Specifications. Subsequent backfill shall not he placed until
the initial backfill is approved.
Initial backfill material for the PVC pipe shall be bedding material as
specified under Section 61-3.03 and shall be hand placed to at least six
(6) inches above the crown of the pipe.
Subsequent backfill shall be excavated material placed in the remainder
of the trench above the initial backfill except as specifies he.ein.
(11 Shoulders and Streets: Subsequent backfill shall be placed in
lifts not to exceed 8 inches in loose depth and each lift mechani-
cally compacted to at least 95 percent of maximum density as deter-
mined by the Compaction Control Test specified in Section
13-3.10E5.
(2) Unimproved Areas: Subsequent backfill shall be placed in lifts
not to exceed 12 irches in loose depth and each lift compacted to at
least 90 percent of maximum density. Unless otherwise ordered by
the Engineer.
If the rative material is not suitable or surcharge material not
available for use as backfill, bank run gravel shall be used as required
by the Engineer. Bank run gravel Class B (Trench) material shall be as
specified in Section 26-2 of the Standard Specification for Class B
gravel, and shall be utilized in backfilling of trenches only when
specifically ordered by the Engineer.
61-3.06 COMPACTION OF TRENCH BACKFILL
The terms specified herein shall be considered as amendments to
Section 61-3.06 of the Standard Specific tions.
Each horizontal layer of backfill material shall be mechanically com-
pacted to 90 or 95 percent of the maximum density as determined by the
"Compaction Control Test' specificed in Section 13-3.10E5 of the
Standard Specifications and as specified in 61-3.05. Compaction shall
be obtained by means of mv_hanical tamper or vibratory compactors. Water
settling will not be permitted,
the Engineer will sample excavated material to determine suitability of
the native material for backfill use. If native material is found to be
compactable and within the tolerance range of moisture content, the
Contractor will be required to use the native material for backfilling.
The Con. actor shall take any necessary steps to keep excavated material
from becoming saturated beyond the critical moisture limits and will be
required to replace any such saturated material with bank run oravel at
his own cost and expense.
The Contractor shall excavate test pits in the backfill as directed by
the Engineer for the purpose of testing the backfill Compaction. At the
option of the Engineer, density tests Tay be taken on a lift of compacted
backfill Immediately prior to placi-, he next lift. All costs in
^onnectinn with excavating test pits „nd for standby time during field
density test shall be considered as incidental to the backfill rid shall
be included in the unit prices bid for the various items involved.
All costs incurred in performing the required compaction of trench back-
fill shall be included in the unit contract price per linear foot for
each class, size, and type of pipe. No separate payment will be made for
backfill compaction.
61-3.06A WATER SETTLING
Water settling will not be permitted.
61-3.07 BANK RUN GRAVEL FOR TRENCH BACKFILL
If the native material is not suitable for use as backfill, bankrun
gravel Class B shall be used as required by the Engineer. Bank run
gravel Class B for trench backfill shall be from sources provided by the
contractor and approved by the Engineer, and used only when specifically
authorized and directed by the Engineer. Bank run gravel if used shall
be Class B as specified in Section 26-2, unless otherwise provided, or
as specifically approved in writing by the Engineer. All other provi-
sion; of this section shall remain in effect.
61-4 MEASUREMENT AND PAYMENT
61-4.01 TRENCH EXCAVATION AND BACKFILL
All costs, with the exceptions indicated in Section 61-5 herein,
incurred in performing the required trench excavation and backfill, in-
cluding hackfilling with select native trench excavated material, ahall
be included in the unit contract price for each class, size, and type of
pipe. All costs of cribbing and sheeting, foundation preparation,
dewatering, disposal of excess excavated material and compaction of
backfill shall also be included in the unit contract price for each
class, size, and type of pipe.
614.01C EXTRA DEPTH TRENCH EXCAVATION
Extra depth trench excavation will be measured by the linear foot of
installed pipe between manholes or catch oasins, .,sere the average depth
of required trench excavation between manholes or catch basins is 12 to
1G feet or 16 to 20 feet as defined in Section 61-3.01A herein.
Payment at the unit contract price bid per linear foot for 'Extra Depth
Trench Excavation (12 feet to 16 feet)' or 'Extra Depth Trench Excava-
tion (16 feet to 20 feet)' shall be full compensation for all extra
labor, materials, equipment, and excavation required to successfully
install and test sanitary sewer miins and sanitary sewer laterals over
twelve (12) feet deep.
If the average depth of required trench excavation as defined in Section
61-3.01A herein, is calculated to be exactly twelve (12) feet, no payment
will be made for extra depth trench excavation.
61-4.02 BANK RUN GRAVEL FOR TRENCH BACKFILL
If bank run gravel is required, measurement will be by the ton in
accordance with Section 26 herein.
Payment will be at the unit contract price per ton bid for "Bank Run
Gravel Class 'B' (Trench)" and shall be full compensation for the
procurement, transportation, placement, and for the disposal of excess
er, avated trench material. The quantity shown in the Proposal is for the
purpose of establishing a unit price only; actual quantities will be
determined in the field as work progresses.
61-4.04 FOUNDATION MATERIAL
If foundation material is required, measurement will be by the ton.
Payment will be at the unit contract price per ton for "Foundation
Material" and will be considered as full compensation for all costs of
procurement, transportation and placement, and for all costs of removal
and disposal of ur. uitable materials.
The quantity of material required is not known; the approximate quantity
listed in the Proposal is art :nary and shall not be considered as
indicative of the actual quantity required.
61-4.07 COMPACTING EQUIPMENT
All c sts of compacting equipment or its use shall be considered as
incidental to the contract.
61-5 PAYMENT
Payment will be made for the following bid item;:
"Bank Run Gravel Class B (Trench)" per ton
"Pipe Bedding Material" per ton
"Foundation Material" per ton
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SECTION 62 - PIPE LAYING JOINTING AND TESTING I
( I
62-1 DESCRIPTION
Pipe layinn, Jointing, and testing shall be in dccordance with
Section 62 of the Standard Specifications, except as specifically modi-
fied herein.
62-3 CONSTRUCTION
62-3.01 SURVEY LINE AND GRADE
Survey line and control hubs will be provided by the Engineer.
52-3.08 PIPE JOINTING
Mortar Joints will be permitted only at manholes.
62-3__09C STORM DRAIN CONNECTIONS
Where shown on the Plans®ras directed by `.he Engineer, connections
to existing storm sewers shall be encased with Class 5 (3/4) Portland
cement concrete. All labor, material, equipment and incidental c
for such encasement shall be considered incidental and no further com-
pensation shall be made. osts
62-3.162-3.1-TING FOR ACCEPTANCE
specifl
The tes directe ting of the storm drain system will not be required unless
inspected by the Eni eer,by he Engineer, The storm drain system will be
practices, such as 9 Any departures from the best construction
the catch basis p�Deline misalignment, presence Of foreign matter in
or manhol
etc., shall es, poor manhole or catch basin construction,
e ,»rented by thv Contractor at his own expense.
Continu Of the storm ous poor construction practice shall be cause to require complete
rain systern.
ifstesting isdeemed dnecessary by the No dditior l na payment will be allo,+ed
Testing of the sewer system will be required, Prior to testing
sewer will be inspected by the Engineer, Any departures from the best
construction r 9, the
forei n matterP act the'ices sewer as Pipe line misalignmentole , presence of
eore gshall in a or manholes,
corrected by the Contractor atPoor
his own expense. Testing
will not be authorized until such corrections have been made,
62-3.loe INFILTRATION TEST
Should high ground water conditions be encountered, the completed
sewer may be infiltration tested. inff ltratiun testing shall completed
utilized only when ordered by the Engineer.
62-3.100 AIR TESTING
The Contractor may, upon approval of the Engineer, employ low
pressure air testing of the completed sewer. Air testing shall be in
accordance with Section 62 of Vw Standard Specifications.
62-5 PAYMENT
All costs of storm drain and sewer testing will be considered incidental
to the Contract.
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T104 63 - MANMDLES FOR STORM AND SANITARY SEWERS
63-1 DESCRIPTION
Manholes shall be constructed of pre-cast concrete units in
accordance with Section 63 of the Standard Specifications and the plans,
Type I-48 manho'es shalt be furnished with eccentric reducing cones.
63-2 MATERLi.S
63-2.02 STEPS
Manhole steps shall be constructed of galvanized deformed bars.
Refer to Standard Plan No. 41 for typical step detail.
63-2.08 CAST IRON FRAMES AND COVERS
In addition to this section of the Standard Specifications, cast
iron frames and covers shall conform to Standard Plan No. 42, Standard
Specifications except that, one only one-inch (1") hole shall be
provided in lieu of the three (3) holes specified on Standard Plan No.
42. Cast iron frames and cover- shall be Olympic Foundry No. 5943, or
approved equal, with no hendle, and with the word "SEWER" in two-inch
(2") raised letters embossed on the cover of manholes in the sanitary
sewer system. The drainage manholes shall have the word "STORM" on the
cover.
SJ-3 CONSTRUCTION DETAILS
63-3.02 BEDDING
Bedding aerial shall be placed around the manhole up to the
elevation of the springline (greatest horizontal dimension of pipe in
cross-section), of the connecting pipe.
63-3.10 GRADE ADJUSTMENT
Manhole cover frames for new sanitary sewers shall be installed,
utilizing sufficient cones and rings, to allow for tempo-ary adjustment
to grade during construction of sanitary sewer.
Final adjustment to grade of sanitary sewer manhole covers shall be
accomplished during street construction according to Section 53.
Sanitary sewer manhole covers shall be adjusted to an elevation six (6)
inches above the elevation of the urrounding ground in unimproved
areas.
63-3.11 CHANNELS
Channels shall be constructed in all sanitary manhole structures.
63-4 MEASUREMENT
Each manhole will be measured to the nearest one-tenth (0.1) of a
i foot, from invert of the outlet pipe, vertically to the top of the
casting,
63 5 PAYMENT
Payment for manholes, as shown on the Plans, shall consist of a
basic price for each, plus a unit price per vert'cal foot for all depth
in excess of flue (5) feet
for: , Payment will be made at the unit p-Ices bid
'Sanitary Manhole, 81sic 8 feet' per each
'Extra Depth Manhole"perlk, verti-al foot
The Contractor shall Include in the unit contract prices for manholes the
cost of furnishing all labor, equipment and materials necessary to
successfully install the manholes, including excavation, backfill, all
precast vr
channeling,pstubs. plugs, rubbery gaskets,whereonents, step , laddes adjutingorequired andn all rick, frame ad opipe j connections. Redding and foundation material, if required, will be paid
for in accordance ,ith the applicable bid items of other sections.
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SECTION 64 CATCH BASINS AND INLETS
64-1 DESCRIPTION
Catch basins shall be constructed in accordance with Section 64 of
the Standard Specification Standard Plans No. 52 and No. $5.
64-2.01A FRAME AND GRATE
The frame and grate shall conform to standard plan No. 49.
64-2.DIB TRASH RACK
Trash racks shall be constructed in accordance with standard draw-
ing 8-26a.1 for Standard Grate Inlet Type 1 of the State of Mashingtcn
Standard Plans for Road and Bridge Constructior, 1976.
64.3 CONSTRUCTION DETAILS
The location and grade of catch basins ,hall be staked in the field
by the Engineer. Backfill arcund catch basins shall be compacted by
mechanical tampers in accordance with Section 13-3.1OE3 "Method C" of
the Standard Specifications.
64-3.01 GP6DE ADJUSTMENT
Catch basin cover frames shall be installed on a minimum of two
courses of adjusting bricks or as directed by the Engineer. All bricks
shall be installed with full mortar coverage and shall be plastered to a
depth of 3/4 inch on the outer surface. Catch basin covers shall be
adjusted to the elevation designated by the Engineer,
64-4 MEASUREMENT AND PAYMENT
Measurement for payment of all catch basins and trash racks shall be
Per each. Payment of furnishing and placing catch basin Type I-C and
Storm manholes and trash racks shall be made at the respective unit bid
contract prices per each as set forth in the Proposal, and shall be full
compensation for all labor, equipment materials, including excavation
backfill, frame and grate, adjusting the frame to final grade and all
other incidentals. Payment for Storm manholes shall also include a unit
price per vertical foot at the appropriate diameter for all depth, in
excess of five (5) feet as measured to the nearest 0.1 foot from the
invert elevation of the lowest pipe to the grate or cover.
Measurement of trash racks shall be per each. The unit contract price
per each for "Trash Pick" shall be full compensation for all labo-, tools,
material, and equipment necessary or incidental to the furnishing and
placing of the trash rack, including excavation and placement of the
concrete headwall and anchor bolts.
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SECTION 68 - FINISHING AND CLEANUP FOR UNDERGROUND CONDUITS
68-1 CLEANUP
Prior to acceptance of construction, the Contractor shall remove ')
from the Dwner's property and from all public and private property, all
temporary structures, tools and equipment, rubbish and waste or surplus
materials.
After all backfill has been completed, the ground surface shall be shaped
to conform to the adjacent surfaces. Generel cleanup of the entire
construction area shall conform to applicable requirements specified in
Section 57 of the Standard Specifications.
All guard posts and utilities, traffic signs, fences and mail boxes which
were removed or disturbed during construction shall be reinstalled or
replaced. Mailboxes and traffic signs shall be reir:talled immediately
after 'ackfiiling the trench.
Pi eC s, stakes monuments or other property markers lying within the
construction easement wi be erenced by theEngineer, and if said
marker interferes with construction they will be re-established by the
Engineer. Property markers existing outside of the construction eas:-
ment which are displaced, damaged or destroyed shall be relocated by the
Engineer and all work including necessary surveying, shall be charged to
the Contractor and deducted from payments otherwise due to him.
r
Shrubs and ornamental trees which are damaged or destroyeo by the Con-
tractor's operation as w ,ch were designated to be saved shall be re-
placed by the Contractor in species, size and grade by a healthy shrub or
ornamental tree acceptable to the Engineer, and the Contractor shall
guarantee the shrub or tree to live for a period of at least one (1)
year.
68-2 MEASUREMENT AND PAYMENT
Cleanup and finishing shall be considered incidental to construc-
tion and all costs thereof should be included in other bid items of the
contract.
SECTION 72 - PIPE FOR WATER MAINS
7272-1�RAL
as
are inlreferenct toy"nominal' diameter,a unless oths and rwiseeindicatedrein,
All pipe shall be fabricated to fit the plan shown on the drawings. One
type of pipe shall be used throughout the entire project except as
necessary to match existing piping or as otherwise specified by the
Engineer. Wh,,e relcoation of or replacement of existing piping is
necessary during construction, material" used shall match the existing,
subject to the approval of the Cngineer.
All Pipe, valves, fittings, and specials shall be for water working
pressure as described in the following specifications and plans and
shall conform to the requirements of the applicable sections of the
A.P.W.A. Standard Specifications, as modified herein.
72-2.02 DUCTILE IRON PIPE
Ductile Iron Pire shall conform to ASA Specification
(AWWA CISI-76 Grade 60-42-10). A21.51-1976
Ductile Iron Pipe shall be cement lined and sealed in accordance with ASA
Sper ' ication A21.4-1980 (AWWA C104-64), 4" through 12" pipe shall be
1/16" cement lined and 14" through 24" Pipe shall be 3/321• cement lined.
The pipe jc'nts shall conform to ASA Specification A21.11-1980 (AWWA
C111-4). Pipe joints shall be Tyton Joint, Mechanical Joint or approved
obtained s required by t'e bid proposal desc^iption. Approval
Prior to bid opening. must be
Pipe thickness class shall be as required by the bid proposal descrip-
tion.
72-2.02A POLYETHYLENE ENCASEMENT
Polyethylene material, thickness, and width shall conform to ANSI
A21.5 or AWWA C105.
72-2.06 PIPE FITTINGS
Cast Iron pipe fittings 4"through 12" shall be CIA., 250, as per ASA
Specification A21.10-1977 (AWWAC110--7), and shall be cement lined.
Joints for fittings shall be Mechanical Joint as per ASA Specification
A21.11 (AWWA C111-80).
The above shall hold true unless called out otherwise on the plans or in
the Bid Proposal.
72-2.11 SERVICE CONNECTIONS
Service line connection to the new main will conform to the Standard
Specifications of the City of Renton bound heron as applicable. The
Engineer will indicate the location for the taps on the new main for each
service to be reconnected.
X
The Contractor will direct tap mains for 3/4' and 1' services and use
y double sta, service clamps for 1 1/2' and 2' services.
The Contractor will use copper tubing for 3/4' and 1' lines and galvan-
ized steel pipe for 1 1/2' and 2' lines.
Connections t-, existing service line will be with Dresser type couplings '
for steel pipe and flare-type, three part unions for copper tube.
72-2.12=AND RECONNECTIONS OF EXISTING SERVICES ,
As directed by the Engineer, the Contractor shall relocate existing
service connections. This work may involve only relocation of the meter
box, meter, and meter set, or it may require retapping of the main. The
Engineer shall determine in the field if the service requires relocation
and reconnection or retapping from the main, and will direct the
Contractor accordingly,
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SECTION 73 - TRENCH EXCAVATION AND BACKFILL FOR WATEP MAINS
73-1 GENERAL
Trench excavation, backfill, foundation preparation and bedding for
the waterline and appurtenances shall be Jr, accordance with the appli-
cable provisions of Section 73, A.P.W.A. Standard Specifications, except
as modified herein.
EXCAVATION
The Contractor shall inform and satisfy himself as to the character,
quantnt
shallity, and be made fortmaterion ial wfhiach stusedlforo be pureosesated. No other thanath se
designated. Should the Contractor excavate below the designated lines
and grades without prior approval, he shall replace such excavation with
approved materials, in an approved manner and condition, at his own ex-
pense.
The encineer shall have complete control over the excavating, moving,
placin5, and disposition of all material, and shall determine the suit-
ability of material to be used as backfill. All unsuitable material
shall be wasted at a site provided by the Contractor.
Excavation of every description, c ossification and of whatever Sub-
stances encountered within the limits of the project, shall be performed
to the lines and grades necessary for embankment, pipe bedding and struc-
tures, and as indicated on the drawings. Temporary drains and drainage
ditches shall be installed to intercept or direct surface water which may
affect the promotion or condition of the work. All excavated materials
not meeting the requirements for backfill and all excess materials shall
be wasted at a site provide by the Contractor.
No separate or extra payment of any kind will be made for storing,
handling, hauling, manipulation or waste of excavated materials.
FOUNDATION PREPARATION AND BE00ING
Foundation preparatiun shall be in accordance with the applicable pro-
visions of Section. 73, A.P.W.A. Standard Specifications, except that the
hottom of the trench must be shaped to un'formly support the bottom
quadrant of the pipe throughout its entire length.
In case unstable or unsuitable existing material is encountered at the
trench bottom, the engineer may direct the use of material in accordance
with Section 73.2.05 of the A.P.W.A. Standard Specifications. Wet
trench conditions will not necessarily be considered as an indication of
unstable conditions. The trench shall be de-watered and an inspection
made by the Engineer to determine the suitability of the trench material.
All costs for de-watering shall be the responsibility of the Contractor.
The price per ton for foundation material shall be full compensation for
selecting the source, furnishing and placing the material as outlined in
Section 73-2.06.
i
Excavated materials that are free from mud, muck, organic matter, broken
( bituninous surfacing, stones larger than 8 inches in dimension and Other
debris shall be used for backfill except where otherwise required.
73-2.06 BACKFILLING TRENCHES
Initial Backfill
Initial backfill shall be placed around the pipe in layers not exceeding
eight inches in depth and each layer shall be thoroughly compacted by
mechanical tampers to at least 95% of maximum dry density at optimum
moisture content as determined by Standard Proctor Compaction Test, ASTM
Designation 0698-F,l, method D. All work related to the testing of the
compaction, including proctor test and compaction tests shall be taken
on the pipe trench areas. The locations of the tests shall be selected
by the Engineer. If one or more tests do not meet the specifications as
stated above, additional test will be taken as requested by the Engineer
at the Contractor's expense.
Subsequent Backfill
All subsequent tackfill under street and shoulder areas shall be placed
in lifts not exceeding 8 inches in loose depth, and each lift compacted
to at least 95% of maximum density at optimun moisture content as
determined by ASTM Designation D698-58%, Method D. Inplace density
determination shall be made in accordance with ASTM Designation
01556-58T, except as otherwise approved by the Engineer. Testing for
i compactions in the improved areas shall be in accordance with the testing
as stated in the section on initial backfill.
13-2.08 BANKRUN GRAVEL FOR TRENCH BACKFILL
Select trench backfill for the pipe shall consist of crushed or
naturally occuring granular material from souses selected by the Con-
tractor. The source and quality of the material shall be subject to
approval by the Engineer. Select trench backfill shall meet require-
ments for bank run gravel Class "B" as o.tlined in Section 26-2.01 of the
Standard Specifications.
73-3 MEASUREMENT AND PAYMENT
No separate or extra payment of any kind will be made for
excavation, compaction, wetting, drying, water, or processing of
materials, but shall be included in the applicable unit price paid for
the waterline in place, complete.
Select backfill shall be placed only in those places designated by the
Engineer.
Payment for "Bank Run Gravel Class "BO (trench)" shall be paid at the
unit price set forth in the proposal by the ton.
SECTION 74 - PIPE INSTALLATION FOR WATER MAINS
74-1 GENERAL
The pipe installation shall conform to Section 74 of the Standard
Specifications except as herein modified. Jointing shall conform to the
manufacturers recommendations. Cut pipe with approved pipe saws only,
Keep Pipe plugged except during actual pipe laying. The inspector will
step work unless an approved plug is on site and available. Minimum
depth of cover shall be: Pipes 12-inch I.D. and larger, 48 inches; pipes
smaller than 12-inch I.D., 36 inches.
74-2.03A INSTALLATION OF POLYETHYLENE ENCASEMENT
The polyethylene encasement shall be installed on all pipe and
appurtenances, such as pipe laterals, couplings, fittings, and valves,
in accordance with Section 5-4 of ANSI 21.5 or AWWA C105.
74-2.10 CONNECTIONS TO EXISTING MAINS
Connections to existing Piping and tie-ins are indicated on the
drawings. The Contractor must verify all existing piping, dimensions
and elevations to assure proper fit. The Contractor shall provide,
install and connect all wet taps to existing mains, including any special
fittings not called out on the plans.
Prior to making connections to existing mains, the Contractor shall
notify the City of Renton Utilities Department of the date, time, and
location 0the tap to be installed, and shall submit a drawing detail the procedure and materials to be used in the connect ing
ion.
Materials for wet taps shall be all cast iron, and tapping valves shall
conform to the specifications for other valves. The wet tap snail be
pressure tested after completion of its installation.
Connections to existing water pipelines other than wet taps will be made
by the Owner. All necessary trench excavation, backfill, and surface
restoration shall be performed and all necessary materials shall be
supplied by the Contractor. Contractor shall furnish equipment and
manpower to assist the Owners crew for the connections. The Contractor
shall remove existing and temporary plugs, concrete thrust block, and
blowoff assemblies prior to the Owner making the connection. All
materials shall be on-site prior to Owner notification to make the
connection. The connection will be made after pressure test and sterili-
zation.
The Contractor shall be responsible for the protection of all existing
Piping and appurtenances during construction, and shall take care not to
damage them or their protective coatings or impair the operation of the
existing system in any way.
74-2.12_ FIELD
Hydrostatic pressure and leakage tests on the new pipeline shall be
made in accordance with applicable provisions of AWWA C-600-54T or
C603-64T and Section 74 of the A,P.W,A. Standard Specifications, except
as modified herein.
All equipment necessary to make the test shall be furnished by the
contractor, and the contractor shall conduct all tests under the super_
vision Of the Engineer.
Any blow-off assemhlies which may be required for testing shall be sup-
plied by the Contractor.
Pressure Test
Prior to acceptance of the water system, the Pntire system shall be
pressure tested to accordance with APWA Standard Specifications. The
method shall conform to •2.12A Testing Sec* ion with Hydrants Installed".
Test pressures shall, be as outlined for cast iron pipe. Ductile iron
pressures shall not be used,
The Contractor shall provide all necessary equipment and shall perform
all work connected with the tests and conduct said tests in the presence
of s Utilities Department Inspector. Insofar as practical, tests shall
be made with pipe joints, fittings and valves exposed for inspection.
Leaka_ a_ a Tests
Leakage tests shall be made after the pressure tests have been satis-
factorily completed on the new pipeline or concurrently with the
pressure test. The hydrostatic pressure for the leakage tests shall be
equal to 100 psi,
74-2.13 DISINFECTION OF WATER MAIN
Oisinfectio,. of the new water system shall be required prior to
completiun fo the project and shall be in accordance with A,P.W.A.
Standard Specification C601-54 and Section 74 fo the A.P.W.A. Standard
Specifications and shall meet the acceptance of the State of Wash4ngton
Department of Health, The initial concentration of chlorine to the line
shall be 50 parts per million and this solution shall be held for a
Period of 24 hours. Disinfection of the entire water system installed or
disturbed under this contract, including pipe, pipe fittings, valves and
appurtenances, is required to conform with the specifications stated
herein,
74-2.13A DECHLORINATION
Upon comp'etion of disinfection of the water system, the treated
water shall be disposed of in an approved manner. In certain locations,
it mU be acceptable to discharge the chlorinated water directly to the
sanitary sewer. However, prior to disinfection of the system, the
Contractor shall obtain the approval in writing from the Municipality of
Metropolitan Seattle (METRO) and the City of Renton for discharging into
( sanitary sewers.
Should direct discharge to sanitary sewers of chlorinated water not be
allowable, the Contractor shall dechlorinate the disinfection water in
accordance with the City of Renton Standard Detail included in these
specifications. Under no circumstances shall chlorinate water be
discharged into storm drains, onto the ground, into ditches or wetlands.
74-2.1-. CONCRETE BLOCKING
Provide Concrete blocking at all fittings and horizontal or t
vertical angles points. Conform to the Standard Detail for General
Blocking herein and the A.P.W,A, Standard Details for vertical blocks,
All fittings tc be blocked shall be wrapped with Visr blocking shall be properly formed with 1 Queen. CoC 'rrete
"orming materials and shall not be D Plywood or other acceptable Cl�
be stripped prior to backfillin poured around ,points. The forms shall
installed with the use of shackle lugs.lugs,ackle Rods,
oAll where required,
rods ,shalll be
be
3/4-inch and shall be galvanized or coated with two coats of asphalt Z.
Federal
installationshall sbe specification
accordance Vwith the Standard4DetailShackie red ``\�
74-3 MEASUREMENT AND PAYMENT XV
The price per linear foot for installing the water pipe, of •ize and \�
quantity listed in the bid schedule, shall constitute full ;Ypper. •�y,,
for the water ltn�, in Place, complete, including: all excavation, trenchin u w+t rt.novel
compaction, pipe 9. native backfill, foundatdewate ,� .<,,.
pipe laying and Jointin �t(Pt ram.
fittinr;ng, connections to existing pipe, furnish+?" v 1 grin9?fittings, testing and disinfection of the completed "ste,lat,ia" sip
price for six-inch pipe shall include shackle rods.
Concrete blocking shall be measured and paid for at 'l,e spp,rca` z
contract price, per cubic yard; payment of which shall c -n..,itutp fr'
compensation for furnishing the material in place, complet,
Shackle rods shall be measured by the linear foot of shackle rod
installed. The unit contract price per linear fu)t for "3/4-inch Shackle
Rod" shall be full compensation for all labor, tools
,od installation,
equipment, necessary or incidental materials and
to the shackle r However, no/payment will be made for the
rods installed on 6-inch
pipe, as described in Section 74-3, -
Wet taps for connections to existing mains shall be,measured per each,
The unit contract price per each for "(Size) x (Size) Wet Tap" shall be
full compensation for all labor, tools, materials, and equipment
necessary or incidental to the wet tap construction including the
tapping tee and valve, furnishing of the tapping machine, excavation and
backfill, miscellaneous fittings, and testing.
Service connections shall be measured Per each. The unit contract price
per each for "Reconnect Existing Service" shall be full compensation for
all labor, tools, materials, and equipment necessary to relocate and
reconnect an existing service to the main, including remove and reset
meters and meter bcxes, furnish and instal new water service pipe and
connect to existing water service pipe. This does not include a new
service tap at the main, but does include a variable length of new
service pipe, if required. The unit contract price per each for 'Retap
Existing Service' shall be full compensation for all labor, tools,
materials, and equipment necessary to retap and relocate (if required)
existing water service connection.
Any extra fittings due to field changes in the water system shall be
measured by the pound. The unit contract price per pound for "Extra
Fittings" shall be full compensation for all labor, tools, materials,
and equipment necessary or incidental to the installation of the extra
fittings. ^:.vim - - 7t"r 7�i' .' 56-1
Yrle,�,
fhr r,:clK, ttr �i,'h5n, 2r
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AY, l / rlf
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SECTION 75 - VALVES FOR WATER MAINS
75-1 DESCRIPTION
Gates Valves (3" through 1?")
Gate valves shall be cast Iron body, non-rising stem, full bronze mounted
with double disc gates. All valves shall be designed for a minimua water
operating pressure of two hundred (200) pounds per square inch and shall
conform to AWWA Specification C-500-80 and any subsequent modification
thereof. Each valve shall be "0" ring type, provided with a standard
square operating nut, and shall open by turning counter clockwise (left)
and valves shall be iOWA List 14, Mueller A-2380, Pacific States, U.S.
Metropolitan, Kennedy, or M&H.
The 12" gate valves shall be furnished with bypass valves and concrete
vaults, and shall conform to the City of Renton Standard Plan included in
these Specifications.
75-4.01 MEASUREMENT AND PAYMENT
Measurement for gate valves shah be per each. The unit contract
price per each for "Ten-inch Gate Valve" shall be full compensation for
all labor, tools, materials, and equipment necessary or incidental to
the installation, in place, complete for the valve and valve boxes, and
valve stem extension (if required). "Valve Markers" shall be paid for
per each.
The unit contract price per each for 012-inch Gate Valve, with Bypass,
with Vault" shall be full compensation for all labor, tools, materials,
and equipment necessary or incidental to the installation, in place, fer
the valve, bypass valve, and vault.
SECTION CHAMBERS AND BOXES iOR HATER MAIN$
76-1-1 DESCRIPTION
Valve chambers and vaults shall be furnished and installed where
valves are installed. Ten-inch gate valves shall be furnished with
be insrd valve boxes. Twelve-inch gate valves with bypass valves shall
be installed in precast concrete vaults in accordance with the City of
Renton Standard Detail.
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76-3.07 VALVE BOX EXTENSIONS
Where shown on the plans and as directed by the Engineer, existing
valve operating nuts and boxes shall be extended to match new finished
grade. Extensions shall be provided and installed in accordance with the
City of Renton Standard Plan for "Valve Operating Nut Extension Detail',
included in these Specifications, and shall provide not more than 36
inches between the top of the operating nut and the finished surface.
76-4 MEASUREMENT AND PAYMENT
No separate payment shall be made for valve boxes and vaults.
Payment for these items shall be included in the unit contract prices for
"Ten-inch Gate Valve", 'Twelve-inch Gate Valve, with Bypass, with
Vault', described in Section 75.
Valve operating nut extensions and valve box extensions shall be
measured per each. The unit contract price per each for "Valve Operating
Nut Extensions" shall be full compensation for all labor, tools,
materials and equipment necessary or incidental to the furnishing and
installing of the valve nut extensions and valve box extensions.
"
SECTION 77 - FIRE HYDRANTS
77-1 DESCRIPTION
Fire Hydrants shall be Corey Typ: (opening with the pressure) con-
forming to AWWA C-504-80 with a 6" inlet and a minima. M.V.O. of 5', two
1 1/2' hose nozzles with National Standard 7 1/2 threads pe: inch and one
4" pumper nozzle with the new Seattle Pattern 6 threads per inch, 600 V.
threads, O.D. threat 4.875 and root diameter 4.61263, 1 1/4' pentagon
operatirg nut and opening by turning counter clockwise (left). " irants
shall be constructed with mechanical joint or flanged connect is as
specified on the plans and described below.
Fire hydrants shall be )f traffic type and provisions shall be made for
drainage of barrel to protect units from freezing. Fire hydrants shall
be of such length as to be suitable for installation with connections to
piping in trenches 4 1/2' deep unless otherwise specified. Fire hydrants
shall be IOWA, Pac,fic States or approved ?dual. Approval must be
obtained prior to bid opening.
Fire Hydrant Assemblies shall include:
Type A - 6" Gate Valve (FL), 5" MVO Fire Hydrant (FL Connectior)
inclining riser, 8" x 24" C.I. Gate valve Box, and Concrete
Blocking.
Type B-1 - 5" MVO Fire Hydrant (MJ Connection) including riser, 8" x
24" C.I. Gate Valve Box, 3/4-inch Shackle Rods with Accessories,
and Concrete Blocking.
Type B-2 - 6" Gate Valve (MJ), 5" MVO Fire Hydrant (MJ Connection)
including riser, 8" v 24" C.I. Gate Valve Box, 3/4-inch Shackle Rods
with accessories, and Concrete Blocking.
77-3 CONSTRUCTION DETAILS
77-3.01 SETTING HYDRANTS
All of the hydrant assemblies shall be furnished with a
satisfactory extension riser to How for a connection, to a main up to
4.5 feet deep. The hydrant shall be set so the top flange of the riser is
a 0.3 foot minimum above adjacent curb elevation. Hydrants shall be set
no further than 12 feet from the face of the curb.
77-3.02C CAST IRON VALVE BOXES
Valves and valve boxes shall be set such that tt.e valve operating
nut is not more than 36" below finished grade
77-3.02D LANE MARKER LOCATION IDENTIFICATION
Type 2 reflective lane markers shall be installed, in accordance
with Section 44-9 of these Specifications to permanently identify
hydrant locations from the street. Reflective faces If lane markers
shall be blue hath sides, and located as directed by the Engineer, with
one marker for each fire hydrant.
77-3.02E GUARD POSTS
Guard posts shall be installed at each hydrant location in
accordance with the Standard Plan attached to these Specifications.
77-3.03 RELOCATING EXISTING HYDRANTS
Existing hydrants are shown on the plans, and require horizontal
and/or vertical adjustment to Conform to new street grades and
alignment. For horizontal relocations, the Contractor shall install
additional 6-inch pipe with shackling, fittings, and thrust blocks. For i
vertical relocations, the Contractor shall install vertical risers.
Existing auxiliary gate valves and valve boxes shall,, be extended where
required with City of Renton Standard Valve Cperating Nut Extension to provide not more than 36 inches from finishes grade to top of extended
open, ing nut. Valve pox exter.-ions shall he furnished with the
operating nut extension.
,7-4 MEASUREMENT AND PAYMENT
77-4.1 FIRE HYDRMTF
reasurement for fire hydrants shall be per each. The unit contract
price per each for "Type ( 'ire Hydrant Assembly" shall be full
compensation for all labor,-{OM naterials, and equipment necessary or
incidental to the furnishing and installing the hydrant, riser,
auxiliary gate valve and valve boxes (if required), painting,
miscellaneous fittings, and concrete !.locking.
77-4.2 LANE MARKERS
Lane markers for hydrant identification shall be paid for in
accordance with Section 44-9.
77-4.3 GUARD POSTS
Guard posts shall, he measured per each. The unit contract price per
each for "Guard Posts" shall be full compensation for all labor, tools,
materials, and equipment necessary or incidental to the furnishing,
placing, and painting of the guard posts.
774.4 RELOCATING EXISTING HYDRANTS
77-4.4A HORIZONTAL RELOCATION
Horizontal relocation of existing hydrants shall be paid for per
linear foot of 6-inch shackled, mechani-„1 joint, ductile iron pipe
actually installed in the relocation under the unit contract price per
'inear foot for "6-inch Ductile Iron Water Hain, Class 52, Shackled".
77-4.48 VERTICAL RELOCATION
Vertical relocation shall be measured and paid for per vertical
foot of riser extension installed. The unit contract price per vertical
foot for "Hydrant Vertical Extension' shall be full c ipensation f^r all
labor, tools, materials, and equipment necessary or incider to
furnishing, installing, disassembling end reassembling of the h,Jrant
assembly. Vertical extension of auxiliary gate valve operating nut, if
required, and the valve box shall be paid as described in Section
76-3.07.
SECTION 79 - BLCN-OFF ASSEMBLY
79-1 DESCRIPTION
Temporary blow-off plans, and ;hall asst!Wltes shall oe installed where shown on the
in these Specf -onform to the City of Renton Standard Detail included
�tions. The temporary blow-off asemblies shall be
measured Per each, with no additional payment for extra length of 2-
blow-Off pipe. The unit contract price per each for "Temporary 2-Inch
Blow Assembly" shall be full compensation for all labor, tools,
materials and equipment necessary cr incidental to the installation of
.he blow-off assembly, including length of 2-inch pipe as required to
fit.
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SECTION 105 SANITARY SEWE LIFT STATION
105-1 GENERAL
The contractor shall furnish and install one factory-built, automatic
pumping station as manufactured by Smith & Lcveless, Lenexa, Kansas, or
equ-,I. The station shall be complete with all headed equipment
factory-installed in a welded steel chamber with welde, steel entrance tube
and with ladder to provide access.
The principal item: of equipment shall include three vertical,
close-coupled, motor-driven, non-cicg sewage pumps; valves; internal
piping; central control panel with circuit breakers; motor starters and
automatic pumping level controller; lighting; sump pump; motor-driven
vent;''--; dehumidifier and all internal wiring.
105-2 OPERATING CONDITIONS k
Each pump shall be capable of delivering 780 GPM of raw, unscreened
sewage against a total dynamic head of 12.6 feet. The maximum allowable
speed shall be 875 RPM. The minimum rates horsepower of each pump motor
shall be 3 Hp.
All openings and passages shall oe large enough to permit the passage of a
sphere 3" it diameter and any trash or stringy material which can pass
through a 4" house collection system. The anticipated operating head range
is from 11.6 feet minimum to 16 feet maximum.
105-3 PUMP CHAMBER
The station shall be bu It by the manufacturer in two major sections,
consisting of the pump chamber and the required section(s) of entrance
tube, for ease in shipment and handling. These sections shall bt joined at.
the job site be welding. The field joint shall then be cleaned and heavily
coated with "Versapox" epoxy resin, provided by the manufacture:.
The standard pump station shell sizes are 10'6" dia.
The pump chamber shall contain all pumps and other equipment and shall be a
vertical cylinder of circular cross-sect, n with shell of 1/4" or heavier
steel plate, and nominal outside diameter of 10 feet, 6 inches. The clear
heights inside from floor to ceiling shall be 8 feet, 0 inches. The top
and bottom of the cylinder shall be 3/8" thick structural grad- stecl
plate.
The pump chamber floor shat be reinforced from below with 8" or 10" deep
structural steel beaus. These beams shall be placed parallel to the
suction lines and extend beyond the exterior of the pump chamber. I
The pump chamber shall be reinforced on the top with structural steel beams
of adequate size to support the weight of the overburden. Lifting eyes
adequate to support the entire weight of the completed chamber shall be
provided and wa.ided to the structur,.i beams and ie station head.
i
A 20" diameter, 8" minimum depth, sump with walls of 114' structural-grade
steel shall be provided in the position shown cn the drawing.
Where the cast iron suction and discharge lines pa,s through the station
walls, they shall be reinforced with 1/4' thick steel sleeves, welded
inside and out to the station wall. The space between the cast iron pipes
and the steel sleeves shall be packed t'ght with Portland cement grout
containing "Embeco" to prevent leakage. A sub-base made of 1/4' thick
steel plate or structural shapes shall be welded to the floor of the pump
chamber for each pump. A lifting loop shall be located on the ceiiinS over
each pump so a pully or hoist can be attached for service work.
105.4 ENTRANCE TUBE
The entrance tube shall be provided in one or more sections as
required and the diameter shall be as shown on the drawings. The entrance
tube shalt be constructed of ASTM A-36 structural grade steel plate. The
length shall be adequate to glace the cover above the surrounding ground as
shown on the drawings. The entrance tube shall be adequate y stiffened and
the field joints arranged so that the joint may be welded from a outside
of the tube with all welding be'.ng performed in a down-hand po�ition. The
bottom of the tube shall be attached to an ancle, shop welded to the head
of the pump station. V is field joint shall also be weldable in the
down-hand position. Two lifting loops shall be provided on each section of
entrance tube for handling and Installation.
The entrance tube cover shall be of fiber glass reinforced plastic and
shall have a reflective color to reduce heat absorption. The cover shall
have a suitable drip lip around the edge and shall be provided with a
weatherproof lock of the pin-tumbler type which can be opened from the
inside without 4 key. The lock shall be self-locking upon closing the
lid. The fihe• glass cover shall have turn rungs which font an extension c'
the access ladder when the cover is latched in the opei position. A latch
mechanism shall be provided to kdep the cover open under any normhl load.
A vinyl ga� .et shall be proridcd on the top of the tube to seal the cover
and protect the top edge of the entrance tube.
The access ladder shall have rungs of 1" outside diameter aluminum pipe
spaced on 12" centers. The side rails of the ladder shall be 3" x 4"
rectangular steel tubing which shall also serve as air ducts for the
station ventilation system. fhe ladder rungs shall be installed between
the side rails so that the support of the operator is not dependent upon a
weld in shear.
The ladder sections i the entrance tube shall be lined uo acrurately by
self-aligning projections. Neoprene ruhber sleeves shall be provided to
seal the joint between tie adjoining vtot sections.
105-5 WELDll+G
fll steel st-uctural members shall be joined by electric arc welding
with welds of adequate section for the joint involved. Where required, to
exclude ground water or for structural reasois, such wets shall be
cotinuous and watertight.
105-6 c 7TECTION AGAINST CORROSION
After welling, all inside and outside surfaces of th^ structure snail
be blasted with steel grit to remove rust, mill scale, weid slag, etc. All
weld spatter and surface roughness not removed by blasting shall be removed
by grinding. Immediately following cleaning, a single heavy inert coating
shall be factory-applied to all Inside and outside surfaces prior to
shipment. This coating shall be of "Versapoxw epoxy resin, especially
formulated by Smith d loveless for -brasion and corrosion resistance. The
dry coating shall contain a minimum of 85% epoxy resin with the balance
being pigments and thixotropic agents.
A touch-up kit shall be provided for repair of any mars or scratches
occurring during installation. This kit shall contain detailed
instructions for use and shall be a material which is compatible with the
original coating. The touch-up coating shall contain a minimiro of 85%
epoxy resin.
A minimum of two 17-pound magnesium anodes shall be provided `or cathodic
protection. the anodes shall be provided with minimum 6' long insulated
copper leads. Copper 'ugs shall be provided oy the manufacturer on
opposite sides of the station for anode connections.
A heavy synthetic rubber mat shall be cemented '.o the station floo, in tno
normal walkway area to protect the steel floor from abrasion.
105-7 pUMP5 I
The pumps Shall be vertical, non-clog Sewage pumps of heavy cast iron I
construction especially designed for the use of mechanical seals. In order
to minimize seal wear caused by lineal movement of the shaft, the shaft
Searing nearest the pump impeller shall be locked in place so that end play
is limited to the c.earance within the bearing. To minimize seal wear
resulting from shaft deflection in the mechanical seal caused by the radial
thrust of the pump, the shaft from the top of the impeller to the upper
bearing supporting the impeller shall have a minimum diameter of 1-7/8".
The bearing nearest the impeller shall be designed for the combined thrust
and radial load. The upper bearing shall be free to move lineally with the
thermal expansion of the shaft and shall carry only radial loads.
The shaft shall be a solid stainless steel shaft through the pump and
bottom bearing to eliminate corrosion within the pump or the mechanical
seal. Removable shaft sleeves will not be acceptable unless the solid
shaft under the sleeve meets the specified minimum diameter.
The pump impellers shall be of th? enclosed type made of close-grained cast
iron and shall be balanced. The impeller shall fit on a tac,.red pump shaft
and be keyed and secured to the pump shaft by a stainless steel cap screw
eduipped with c Nylock or other suitable self-locking device. The impeller
shall not be screwed or pinned to the motor pump shaft and shall be readily
removable without the use of spec'ai tools. To prevent the buildup of
wry k
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stringy materials. grit and other foreign particles ound the pump shaft,
all impellers less than full diameter shall be trimmed inside the impeller
_ shroud. The shroud shall remain full diameter so that close minimut„
clearance from shroud to volute is maintained.
The motor shall be attached to the pump volute by a one-piece cast iron
adapter and backhead. The pump shall be arranged so that the rotating !
element can easily be re ,veu from the volute without disconnecting the
seal system or electrical• ,tiring or disassembling the motor, impeller,
backhead or seal. Any foreign object may be removed frrm the Dump or
suction elbow by removing 8 bolts holding the rotating assembly. Volute or
suction elbow clean-outs will not be an acceptable substitute.
The pump shaft shall be sealed against leakage by a double mechanical seal
installed in a bronze seal housing construc.ed in two sections with
registered fit. The housing shall be recessed into the pump backhead and
securely fastened thereto with stainless steel c'D screws. The inside of
the seal housing shall be tapered to facilitate the replacement of the seal
parts. The seal shall be of double carbon and ceramic construction with
the mating surfaces lapped to a flatness tolerance of one light band. The
rotating ceramics shall be held in mating position with the stationary
carbons by a stainless steel spring. The seal housing with assemble' parts
shall be so constructed as to be readily removable from the shaft as. a unit
and shall be provided with tapped jackscrew openings to assist in removing
it from the backhead.
The seal shall be pressurized and lubricated by water taken directly f—
the pump backhead through a filter to the seal housing and introduced
between the upper and lower sealing surfaces. The filter shall be of
corrosion-resistant materials and shall screen out all solids larger than
50 microns. The srai system shall contain a brass valve connected near the
top of the seal hout'.r. to permit the relief of any air trapped in the seal
unit. A manually c �'ed brass valve shall also be provided to vent the
pump volute.
The pump volute shall be of heavy, cast iron construction, free from
projections that might cause clogc9 or interfere with the flow through
the pump.
The pump shall be supported by a heavy cast iron bate with four legs to
provide maximum rigidity and balance. The height shall be sufficient to
permit the use of an increasing suction elbow which shall be provided when
the nominal pump size is smaller than the suction line. The suction and
discharge operings shall be flanged, faced and drilled 125-pound American
Standard.
104-8 MOTORS
The pump motors shall be vertical, solid shaft, specially built NEMA
P-base, squirrel-cage induction type, suitable for 3 phase, 60 cycle,
480Y/2'i7 volt electric current. They sholl have Class F insulation,
suitable for temperatures up to 115° C, but the winding temperature shall
be restructed to less than 90° C. The motors shall have normal starting
torque and low starting current, as specified for NEMA D:sign 8
characteristics. They shalt be open drip-proof design with forced air
f
circulation by integral fan. Openings for ventilation shall be uniformly �I
spaced ,r^vnd the motor frame. Leads shall be terminated in a cast
connecto. boy and shall be clearly identified. i
The motors shall have 1.15 service factor. The service factor shall be
reserved for the owner's protection. The motors shall not be overloaded
beyond their nameplate rating, at the design condition, nor at any head in
the operating range as specified under Operating Conditions.
The motor-pump shaft shall oe centered, in relation to the motor base,
within .005". The shaft run-out shall be limited to .003".
The motor shaft shall equal or exceed the di4mter spe- ified under sewage
pups, at all points from immediately below the too bearing to the top of
the impeller. To reduce overhung loads, the dimension from the centerline
of the lower bearing to the top of the impeller hub shall not exceed 6". A
bearing cap shall b^ provided for the bottom motor bearing. Bearing
housings shall be provided with fittings for lubrication as well as purging
old lubricant.
The motor shall be fitted with heavy lifting eyes, each capable of
supporting the entire weight of the pump and motor.
105-9 CONTROL II
Tht control eouipment shall be mounted within a NEMA type 1, i
dead-front enclosure, fabricated of steel and reinforced as required. The
circrit breaker-motor starter ,ectior shall be provided with removable I
covers, completf with suitable latching devices. All circuit breakers,
motor-starter reset buttons and pump control switches shall be mounted so
that they are operatle without opening the cabinet. The low-voltage,
automatic pump control section shall be provided with a hinged access door
and latch. it :hall not be necessary to open this cabinet for adjustment
of the pump level cunt"oilers The blower timer, humidistat and thermostat
shall be mounted on the face of the control section door. A grounding-type
convenience dupley outlet shall be provided for operation of 115 volt AC
devices.
Thermel magnetic air circuit breakers shall de prov'Jed for branch {
disconnect service and over-wrrent protection of al' motor, control and
auxiliary circ U'.ts. Magnetic across-the-line starters with under-voltage
release and overload _oils for each phase shall be provided for each pump
motor to give protection against sirgle phasing. U ch single-phase
auxiliary motor s'lall be equipped with an over-current protection device,
in addition to its branch circuit breaker, or shall be impedance
protected. All switches shall be laheled and a coded wiring diagram shall
be provided.
To control the operation of the pumps with variations of sewage level 'n
the wet well, an air-bubbler system shall be provided, complete wi U• two
air compressors, flow indicator, bubbler line to the wet well and a
sensikive pressure switch for each pump.
The two air c:mpresors shall be of the close-coupled, oil-less type. Each
compressor shall have a minimum capacity of 0.2 cubic teet of free air per
minute at 10 PSI- It shall incorporate a single-phase, 60 cycle, 115 volt,
drip-proof, brushless-type, electric motor. A motor driven timer shall be
provided to automaticaly alternate the compressors every five minutes.
Wiring and piping of the air compressors shall be so arranged that one
compressor may be removed without removing the other compressor f-om service. A switch shall be provided to select either compressor for
operation or for alternation.
The pressure switches shall be of the mercury-tube ',l,e, with sensitive
pressure elements and independent high and low adju- .ments for each pump.
The minimum differential shall be 18" of water.
An automatic alternator with manual `ON-OFF` switch shall be provided to
Change the sequence of operation of the pumps on the completion of each
Pumping cycle Provisions shall also be made for the pumps to operate in
parallel, should the level in the wet well continue to rise above the
starting level -r the low-level p,:mp.
105-10 DEHUMIDIFIER AND VENTILATING FLOWER
A dehumidifier assembly with hermetically sealed Freon refrigeration
type compressor, expansion coil, fan and condenser coil shall be
furnished. It shall maintain the relative humidity of the air in the pump
chamber low enough to prevent condensation on the walls.
The moistrre removing capability of the dehumidifier shall vary with the
temperature and relative ` --idity within the station. The minimum capacity
rating at 80° r, shall be , pints per day at 90% humidity.
The dehumidifier shall be controlled automatically by an adjustable
humidistat and low air temperature cutoet with contacts of adequate
capacity for the dehumidifier motors.
A ventilating [:lower shall draw in air and shall discharge it from the
station through a second vent line forming the other side rail of the
ladder. The squirrel-cane, high-efficiency type blower shall be controlled
by a 15-minute cycle timer with a range of 0 to 100X as to provide
essentially continuous ventilation without exceeding the capabilities of
the dehumidifier.
When the entrarce cover is raised, the lights and ventilating blower shall
be turned on automatically by a spring-operated entrance swi".cn mounted
just under the cover. A manual switch shall be mounted in the side of the
duct just below the spring-operated switch for operation of the sights and
ventilating blower with the cover closed. The steel vent lines shall have
suitable covers to prevent the entrance of rair or snow and screened
openings to prevent the entrance of rodents, birds or other foreign matter.
105-11 LIGHTS
fixture eshall be g provided ofor s the convenience anda
asafety ofs thetoperator.
The lighting shall provide ilumination for all arras in the station. TheI
lighting shall be controlled by the spring-operated entrance switch and a
/ manual switch located at the top of the personnel entrance tube. The
spring-operated switch shall turn the lights on automatically when the 'I
entrance lid is raised. The manual switch shall maintain the lighting
circuit when the lid is closed in inclement weather.
105-12 SUMP PUMP
A submersible sump pump with close-toured, vertical motor shall be
installed in the sump. It shall have a minimum capacity of 1000 GPM zt
design head. The design head this pump will operate against is the static
head from the sump to 3' below grade, plus allowance for pipe friction both
inside and outside the •ump chamber. A mechanical seal on the shaft shall
exclude water from the motor housing.
The pump shall be controlled automatically by a built-in float switch,
capable of Operation on a 5" differential. It shall discharge into the wet
well thrrugh a 1-1/4" galvanized steel pipe, with two check valves and a
gate valve within the sump chamber. An enclosure of 1/4" galvanized steel
mesh shall surround the sump and the sump pump to keep oit debris.
105-13 PIPING
Pump suction lines shall be 8", Class 150, plain end, cast iron pipe,
outside the sump clamber with bronze-fitted, double-disc gate valve inside
the chamber. The discharge line from ..:ch pump shall be fitted with a
bronze-fitted check valve and an 8" brorve-fitted, double-disc gate valve.
lne check valves shall be of the spring-loaded lever type so that the
clapper can be lifted to back flush the pump and suction line. Eight-inch
straight-through check valves shall have stainless steel shaft with
non-lubricated packing glands. The common discharge pipe and the discharge
nutlet shall be 8", Class 150, plain end, cast iron pipe.
The air bubbler lire furnished by the stattor manufacturer in the station
shall be 1/2" nominal tubing, terminating in a fitting `n the entrance tube
to accept the 3/4" piping extending to the wet well. An angle bracket
shall be welded to the outside of the chamber, just over the bubbler line
connection, to receive a 3" x 3" x 1/4" angle brace to protect the bubbler
line. return loop in the bubbler line s! .11 be provided to protect the
station from flooding and a valve shall be provided to bleed off condensate
accumulation in the air bubbler system. All steel pipe in contact with the
soil or with the sewage shall be field-coated with one t,oat of "Versapox"
epoxy resin after installation
105-14 WIRING
The pump station shall be completely wired at LoF `actory, except for
the power feeder lines. All wiring in the pump statics shall meet the
reauirements of the National Electrical Code and coded as indicated or the
wiring diagram. All wiring outsic. the panel shall be in conduit, except
for 115-volt access,ry items which are provided with connecting insulated
service cord by the manufacturr, . 'tie manufarturer shall provide conduit
from the control panel across the
ceil ,receive the feeder lines. The conduiting shallnterminateup theeinranthretube
adedto �I
conduit connection throR the wall f ugh
level o the entrance tube above ground
Accessory items such as the sum
, Drop, dehumidifier and air compressor
shall be plugged into polarized
close to their installed Positiongsounded that sucheitemsettr
and serviced if necessary, can be t readilyemoved
05-15 FAC'--; TESTS
The com
f he f pump station shall ex given an operational test of all
equipment at the factory to check for x �
Piping or seals and for a nessive vibration, for leaks in all
and all auxiliarya ui `orrect Operation of the automatic control system
coupled to a reservoirpzhdttheThe pump suction and discharge lines shall be
for at
one hour under ¢imulated service conditions.
mps shall The uautomaticlate watircontrol shalt
ll
be adjusted to start and stop the pumps at approximately the levels
required by the job conditions.
105-16_ SPARE PARTS
A carpi to replacement Dump shaft seal assembly shall be furnished
with the lift station. The spare seal shall be securely fastened to the
control panel and shall include complete installation instructions. A
spare volute gasket shall to provided. A spare filter cone for the seal
filter shall also be provided, in the same container as the pump shaft
seal.
I
105-17 INSTALLATION AND OPERATING INSTRUCPIONS
i
Installation of the pump chamber, entrance tube and related
appurtenances shell be done in accordance with written instructions
provided by the manufacturer. These instructions Sh '1 be delivered with
the statics.
A convenient Maintenance and Operating Instruction Chart and Daily
Maintenance and Inspection Record Chart, with ample room for recording
daily inspections of the Pumf station shall be securely mounted on the
interior wall of the main pump chamber.
In addition t0 the Maintenance and Operating Chart, the manufacturer shall
futher provide two complete and detailed Operatir- and Maintenance
Manuals. This manual shall cover, in addition to general operating
procedures, the operation, maintenance and servicing procedures of the
major individual components provided with ;he pump station.
shall be shipped with the pump station. These manuals
The manufacturer shall further provide the service: of a factory-trained
representative to perform initial start-up of the pump station and to
instruct the owner's operating person nel in the operation and maintenance
of the equipment provided by them,
105-18 EXPERIENCE AND WORKMANSHIP 1
The pump station shall be the product of a manufacturer with a minimum i
of five years of experience in the design and buiI0 N of such automatic,
factory-built, underground pump stations and all workmanship and materials
throughout shall be of the highest quality.
105- i9 MANUFACTURED EQUIPMENT
in these specifications and on accompanying drawings there are
specified and shown certain equipment and materials most suitable for the
service anticipated. This is not done, however, to eliminate others
equally as good and efficient. The contractor shall prepare his bid on the
basis of the particular equipment and materials specified for the nrrposes
n° determining the low bid. Any substitution of makes other than those
named in the specifications will be considered for one reason only: that
the equipment proposed for svb.;titution is superior or equal in
constructions and/or eff;ric'.c , to that named in the specifications, ana
that high quality has bean vt* istrated by at least five years of service
in similar installati, .s.
If prior to the execution of the contract, the engineer's approval is i
obtained for alternate Pizt;rment, the contractor shall, at his own expense,
make any changes in the structures, building, iping or electrical
necessary to accommodate the equipment, and if engineering is requires due
to substitution of other material, the contractor shall provide his own
engineering service;. The contractor sha'1 reimburse the -ngineer for the
Engineer's cost in reviewing substitution drawings and specifications.
It will be assume'. that the cost to the contractor of the equipment
proposeu t0 be substituted is less than the equipment 'lamed in the
specifications and if the substitution is approved, the contractor's bid
price shall be reduced by an amount equal to the net savings.
Substitution of equipment other than that specified and shown will not be
considered after the execution of the contract.
105-20 GUAkANTEE
The Contra- . all guarantee the lift station for one year r om date
of formal acc:., ! the City that the structure and all equipment will
be free from � ',n design, material and workmanship.
Warr;.nties and guarantees by the suppliers of various components in lieu of
a single source resonsibilit; by the Contractor will not be accepted. The
Contractor shall be solel; responsible for the guarantee of the station and
all uumpenents.
In the event a umponent fails to perform as spec fied or is proven
defective in service during the guarantee period, the Contractor shalt
r
provide a replacement part without cost to the owner. He shall further
Provide.
without cost, such labor as may be required to replace, repair or
mudify major components such as the station structure, pumps, pomp motors,
sewage piping manifold, etc.
The replacement or repair (including cost of parts and labor) of.tho-,
items normally consumed in service, such as pump seals fluorescent tubes,oil, grease, etc., shall be considered as part of routine maintenance and station upkeep.
105-21 EXISTING LIFT STATION SALVAGE
The proposed sanitary sewer lift station will replace an existing
small Smith and Loveless wet well mounted pump station. When the new lifi
station is completed and in operation, the Contractor shall salvage the
existing lift station, and deliver it to the City of Renton maintenancE
yard. Salvage shall include the superstructure and cover, the suction and
discharge piping, the float controls, and the control panel.
AbaOdoned piping leaving the wet well shall be plugged with concrete 12
inches deep or two pipe diameters, whichever is greater, into the pipe.
The wet we:l walls shall be broken Off to a minimum 3 feet below sub:rade,and the remaining wet well shall be filled with Bank Run Grad Class B anc
compacted to 95%. Backfill shall be brought up to aejacent finished grade.
105-22 MEASUREMENT AND PAYMENT
The lump sum contract price for "Sanitary Sewer Lift Staticn^ shall be
full compensation for all labor, tools, material and equipment necessary or
incidental to the construction of the lift station, including temporary
piping to keep the gravity Sewer in Lind Avenue in service and connected to 1 the existing lift station during construction of the n,., lift station, and
salvage of the existing lift station as described in 105-211 above.
SECTION 110 - "GNAL AND STREET LIGHTING
110-1 SCOPE OF WORK
110-1.1 TRAFFIC SIGNAL d
The work to be
actor shall consist of th
furnishing in f materialperformed
oand nstallatio- ofr acomplete master supervised,
full-actuated traffic signal at the intersection of Lind Avenue S.M. at
S.W. 16th Street within the city limits of the City of Renton, King
County, .ashington.
The traffic signal will be a pole-and-mast-arm Style with davit style
Iwninaire arms integral with the pole shafts. The work shall consist of
the furnishing and installing of all materials and equipment necessary
to complete the traffic signal and other electrical systems as specified
and attendant to the traffic signal system, all in accordance with the
furtherthe describedlhereinsioand indclose Standard
conformfty with thenl;nes all
aa
grades shown on the plans.
nd
Unless otherwise noted, the location of signal controller, signal heads
and all other appurtenances shown on the plans are approximate and the
exact location will be established by the engineer in the field.
The traffic signal system and requirements are more fuly described under
Section ill, Traffic Si gal. Payment for the traffic signal, including
the luminaires associate w th the four traffic signal poles, peripheral
equipment, testing, and traffic control will be made under "Traffic
Signal System, Complete", lump sum, as noted under Section 112-19,
Payment.
110-1.2 STREET LIGHTING SYSTEM
The work to be performed by the Contractor shall consist of the
furnishing of materials and installation of a complete illumination
system on S.W. 16th Street from Lind Avenue S.W. to the East Valley Road,
on the East Val' y Road from S.W. 16th Street to S.M. 41st Street, on
S.W. 19th Street from the East Valley Road to Raymond Avenue S.N., and
on S.W. 27th Street frc... the East Valley f,uad to a point approxim"tely
1,500 feet west of the intersection of Lind Avenue S.W. -- the
approximate intersection of the proposed Valley Parkway.
The Contractor is advised ti-at the scope of work incorporates the removal
of existing 400-watt sodium vapor luminaires within the Central Business
I strict (CBD) of the,City- of Renton jAIl-the vicinity of S. 4th Street
between Rainier Avenue' South and,-Main Avenue South, at existing
luminaires identified in fhZ-field by the Department cf Publ'.c Works,
City of Renton. The Contractof`shall reinstall 150-watt, fiat lens, high
pressure sodium vapor ludiinalres at these CBD locations, transport the
400rwatt HP sodium luminaires removed from the CBD to the LID nro+ect
s'fte, refurbish the luminaires as necessary; and install the luminaires
on new davit style aluminimr tight standards to be provided and Thstc;le,
by the Contractor -yn-t .syr
standard foundatl furnish
urniservicc Modandedi Type nvuiits Junction et an boxes, lighta1
lighting systemtdescribedrete heeinoundaal nq with allntescomplete
the for tinuityreet
other tests as necessary and described or referenced herein. anO
110-1.3 PLANS AND SPECIFICATIONS
The Standard Specification for Road and Bridge and Construction,
published by the Washington State De
partment of Transportation, basic
5gnal . Standard Sp cifications, are the basic
sPecwithin this pr for the signal and street lighting system encompassed
within this project.
All sections of th W.S.D.O.T. Standard Specifications applicable to anv
W.S.D.O.T.all parts of this project shall govern, except as specifically
anv
modified in these contract documents and al Provisions, and detail
specifications. Speci
unitnsnand prices all
bid, as shown bid items �'by theme oposal on he basis of the quantity
Also incorporated into these specifications by reference, are:
I. Manual on Uniform Traffic Control Devices for Street,
Highways, 1971.
2. Washington State Sign Fabrication Manual.
3• Standard Plans for Road and Bridge Cunstr •rt;pn Publication
M21-01 (HD).
110-2 POWER_R=ES
Locations of power sources will be coordinated with Puget Sound
Power & Light. Lrrations described on these Plan Sheets are approximate
and may be adjusted in r field to suit changed field conditions.
Unless otherwise noted,detailed e e et.,,.ninaire standards and appurtenances as I
approximate and the exactetocatand will t . 'se Special Provisions are
the field. -ablished by the Engineer in
110-3 TRENCH AND BACKFILL
The Contractor shall supply trench as necessary for complete and
,roper installation of the signal and illumination conduit.
All
Lions trenches
the Standard Specifications aandrthecW.S.DhC.TP StandrrdiSDPc
fications. i-
Trenching for conduit runs shall be done in a neat manner and the trench
bottom shall be graded to provide a uniform grade, wi!I, a width and depth
as tailed out on the drawing or as directed by the Engineer.
No work shall be covered until it has been examined by the Engineer.
Ea -th which fills around and over the conduit shall be froe of rocks i
greater than two inches up tr a depth of six inches.
When trenching is being accomplished within the sidewalk area, the back-
fill can be made with acceptable materials from the excavation and shall
be considered a necessary part of and incidental to the excavation in
acco^dance with the W.S.D.O.T. Standard Specifica*ns +Seel off- ),
The tamping requirements for roadway backfill shall apply. Should
native materials be unacceptable in the opinion of the Engineer, the
Contractor shall backfill with Bank Run Gravel Class "B" (Trench).
When trenching is being accomplished within the roadway area, the top 12"
shall be select trench backfill and shall consist of crushed or naturally
occurring granular material from sources selected by the Contractor.
The source and quality of the material shall be subject to approval by
the Engineer.
The City reserves the right to make additions or deletions to the trench-
ing which prove necessary For the completion of this project.
Trench depth will be sufficient to allow 24" cover over the top conduit.
The minimum width for the trenches will be at the option of the Contrac-
tor. Trench width will, however, be sufficient so that all of the
necessary conduit can be installed w{ttin the specified depth and mini-
mum cover be maintained.
110-3.1 MEASUREMENT
M?asure;r..nt for Conduit Trench and Backfill shall be by the linear
foot.
Measurement for Bank Run ;ravel C7 "B" (Trench) shall be by the tan.
110-3.2 PAYMENT
Payment will be made under:
(1) "Conduit Trench and Backfill," per linear foot.
(2) "Bank Run Gravel Class B (Trench)" per ton.
The unit contract price for trench and backfill per linear fjot shall be
full compensation for excavating, loading, hauling and otherwise dis-
posing of the native materials, for backfilling, for replacing and tamp-
ing backfill material and native material and for the restoration of the
trench as sh-wn on the Plans or as directed by the Engineer, all in
accordance with the Plans, thesa Technical Provisions and the Standard
Plans and W.S.D.O.T. Specifications.
K i
The unit contract price for Bank Run Gravel Class "B" (Trench) shall be
full compensation for furnishing, placing. compacting and all labor and
equipment necessary to complete the backfill of conduit trenches, or
those areas where the Engineer has determined that native backfill is
unacceptable and orders the use of Rank Run Gravel Class "B• (Trench).
i
i
110-4 CONCRETE FOUNDATIONS AND POLE I.00ATIONS
1104.1 OEnERAL
Foundations shall be in accordance with Sectinn B-20.3(4), as modi-
fied below. The Contractor shall provide all materials for and construct
the foundations for traffic signal poles, traffic signal controller and
light standards to the dimensions specified in Table I below and in
accordance with applicable provisions contained in the ''.:.D.O.T. Stan-
dard Specifications and Standard Plans J-6b and J-8. The anchor bolt
circle shall match that of the pole to be installed thereon.
All excess materials shall be removed from the censtuction site and dis-
posed of at the Contractor's expense.
Concrete shall be placed against undisturbed earth if possible. Before
placing the concrete, the Contractor shall "block-out` the section
around any other underground utilities that lie in the excavated base so
that the concrete will not adhere to the utility line(s). Concrete
foundations shall be troweled, brushed, edged and finished in accordance
with Section 6-02.3(14)A. Concrete shall be promptly cleaned from the
exposed portion of the anchor 'molts and conduit after placement. Foun-
dations for all standards shall be Class "C" Concrete and steel rebar
shall be furnished and placed as shown on the Standard Plans.
After a curing period of two weeks, the Contractor may install the
traffic signal mast arm poles or luminaire poles, as applicable.
TABLE I
Pole Tyne Standard Plan Foundation
Reference Dimensions
Mast Arm Signal Pole J-8 7' x 3' sq. or dia.
(All mast arm lengths)
Traffic Sign31 Controller See Detail Sheet
('ype P-1 Cabinet)
Light Standard J-ld 4' x 3" sq. or dia.
All concrete foundations shall be constructed in the manner specified
below:
(1) Where sidewalk or raised islands a to be constructed as a
part of this project, the top of the foundation shall be made
flush with the top of the sidewalk or island.
(2) Where no sidewalks are to be installed, the grade for the top
of the foundation shall be as specified by the En.ineer.
All concrete fnundations shall be located by the Engineer in the field.
i
i
Poles shall be installed so that the mast arm is perpendicular to the
centerline of the roadway from which it is stationed, unless otherwise
noted on the Plans or in the Construction Nctes. The poles shall .e
installed on leveling nuts and washers secured to the anchor bolts and
With locking nuts and washers on the top of the base flange. The side of
the shaft opposi'.e the lead shall be plumbed by adjusting the leveling
nuts or as otherwise directed by the Engineer. The space between the
concrete base and the bottom of the pole flange shall be filled with dry
pack motor ,o c 1cletely fill the space under the flange and around the
conduits and be ,,eatly troweled to the contour of the pole flange. A
drain hole (1/20 d) shall be inserted through the mortar to provide
drainage from the interior to the pole base and be trimmed flush with the
interior and exterior surface of the mortar. Dry pack mortar shall
consist of a 1:3 mixture of cement and fire sand with Just enough water
so that the mixture will stick together on being molded into a ball by
hand and will not exude free moisture when so pressed.
'10-4.2 MEASUREMENT
Measurement will be by the unit for each type specified, complete in
place.
(1) Light Pole foundation per each.
(2) Service Cabinet foundation per each.
110-4.3 PAYMENT
The unit contract price, per each foundation, will be full compen-
sation for all costs of labor, tools and materials for excavation and
complete installation in accordance with these Technical Provisions and
Plans.
110-5 ALUMIN64 POLES
110-5.1 GENERA!
All light standards furnished under this contract shall be spun
aluminum davit style in accordance with Section 9-29.6(1), 9-29.6(1)A
and 9-29.6(1)B of the M.S.O.).T. Standard Specifications, with these i
Technical Provisions, and the Detail sheet a"tiched hereto.
110-5.2 DESIGN
All poles and davit arms shall be designed to support a street
lighting luminaire with a minimum weight of 50 lbs. and to withstand
pressures caused by wind toads of 85 miles per hour with a gust factor of
1.3.
s All poles to be furnished shall maintain a minimum safety factor of 4.38
on yield strength of weight load and 2.33 for basic wind presure. All
materials furnishea shall be in natur:I polished, aluminum color.
110-5.3 SHAFrS
The pole shaft Shall be provided with a 4" x 6" (minimum dinensions)
flush hand-hole near the base designed to prevent loss of shaft strength
and a ovided with a matching meta, cover secured with stainless steel
screws or bolts. The hand-hole shall be located near the base and on the
same side of the pole as the bracket arm. A grounding nut or provision
in hand-hole frame for accommodating a threaded bolt for the purpose of
attaching a grounuing connector shall be provided on the inside of the
shaft. After fabricati,,n the shaft shall have a mechanical strength of
not less than the temper of the alinrinum material utilized for the
manufacture of the pole.
All shafts fur,,ltd for mounting heights of 35 and 40 feet shall be a
round, tapered tube or may consist of a base section of round, standard
tube not greater than five (5) feet in length with a round tapered tube
permanently welded atop this section so that the fi%e (5) foot section
and fabricated Joint shall be capable of resisting at yield strength
stress the bending moment of the round, tapered tuhe at its yield I strength stress. .All Joints shall be flush and provide an even and clean {
profile.
110-5.4 ANCHOR BASE
A one-piece anchor base of adequate strength, shape and size shall
be secured to the lower end of :he shaft so that the base shall be
capable of resisting at yield strength stress the bending moment of the
shaft at its yield strength stress.
The base shall be providee with four slotted or round holes to receive
the anchor bolts. Bolt cover(s) shall be provided with each pule.
110-5.5 ANCHOR BOLTS
Four high strength steel antior bolts, each fitted with two hexnuts
and two flat w shers, shall be furnished with the poles. Each anchor
bolt shall be furnished with the poles. Each anchor bolt shall have an
"L" bend 4" minimum length at the bottom end and be threaded 6" minimum
length at the tcp end. Threaded ends, all nuts and washers shall be hot-
dip galvanized. The anchor bolts shall be capable of resisting at yield
strength stress the bending moment of the shaft at its yield strength
s•ress.
110-5.6 MISCELLANEOUS HARDWARE
All hardware (bolts, nuts, screws and washers -- but ,ot including
anchor bolts) not o.herwise specifically designated herein shall be
stainless steel.
110-5.7 ALLI±INUM DAVIT ARMS
All davit arts furnished under this contract shall be aluminum of
the same tempo uti"Ted for the poles described above and with the
Catail Sheet attaches nereto.
The
vit style arm
aincorpolate a 5 9•lradius ibend. The Plan
sbe hall shall
nearly horizontal to
nished with a 2" 2 degrees above horizontal and shall be fur-
ni slipfitter with a maximum length of 8• to fit the
luminaire specified hereinafter.
The pole end of the single davit arm tube shall be fastened securely to
the top of the shaft producing a flush joint with an even profile,
110-5.8_ ME-ENT
Measurement for aluminum davit style
cc tract price per each, poles shall be by the unit
110-5.9 PAYMENT - ALUMINUM POLES
Payment for aluminum davit style poles shall be by the unit ccntract
price, per each, and will be full compensation for all costs of labor,
tools, materials for purchasing, receiving, assenbiing, and erecting the
aluminum poles on concrete foundations and adjusting the poles in the
field for plumb and level, in acrordance with these Technical Provisions
and Plans. Payment will be:
Aluminum Pole
Per each.
I10-6 LUMINAIRES
110-6110-6=RAL
The Contractor shall remo,
designated Uo n the plan Sheets and these and istall 0W-luG y-Vf-Rewhere
Technical Provisions.
All luminaires shall conform to Section 9-29.10 of the Standard Specifi-
cations. Luminaires and lamps to be furnished under this contract shall
be the wattage indicated on the Plan Sheets and described below.
Luminaires to be ordered for this project are 150 watt and 250 watt
��s��odd1iiu�um vapor with a 240 volt regulated ball 2 caPe e
FilADa e � mi�lm4m. Att t y vo e
�MMC av�7J` ��w MCnK s tabo c� At ra$tA A the preconstruction conference, the Contractor wilT be advised by thef
C ty Tr Engineer, City of Rent0q, on matters regarding:
(1) removaY of 28, (twenty-eight) 4�0 ss0 watt sodium va
from S. 4th7treet, Central Bus ine 1str'1 t. or luminaires
(2) the re-I'stall i of new 250 watt sodium vapor luminaires on
S. 4S '.treet at the locations b the Y Contractor.
the 28, (twen[y-eight) 400 watt lumina res removed from the CBD of the
City of Renton will be re-installed by the Contractor on poles provided
-by the Contractor as described here tff in accordance with the Plan
Sheets, within the illumination system encompassed by thisLID project.
The }/ity Traffic Engineer will be responsible fgr--flagging all luminaire
wilt w�th in the CBD as a means of i be q�so deflne'�the-permide
sstble war n ng the affected poles and
1 hllowed to into t traffic� hours whin the Contract6r will
f traffic wra
ill b� mainta ithin the Calle CBD t�hePlannin hours of:
g purposes,
� 6:30-9;00 e.m
3:3C-6:30 p;7n,
x
t
To the extent feasible, the Contractor's operation shall be one-side-at-
110-6110-6—STS —J
Section 9-29,9 of the N.S.D.O.T. Standard Specifications shall be
modified by the following;
Ballasts shall be 240 volt regulated output high power factor units
which will accept a voltage reduction of 45% before lamp dropout
occurs. Ballasts shall be pre-wired using °fast-on" pressure,
clamP-type terminals.
110-6110-6—PS
Lamps to be furnished under this contract shall be 150 watt and 250
wat sodium vapor with a 16,000 and 25,000 lumen minimum rating respec-
tively. The minimum rated life of the lamps shall be 24,000 hours.
110-6.4 MEASUREMENT AND PAYMENT
Measurement and payment will be made under-
(1) "C$B'ttxet�3ir-e5�
(2) "LID Luminaires, ,�.-., ' end''eplace•, per-each:-
watt, furnish and install-, per each.
The unit contract price, per each, shall be full compensation for all
material, labor, tools and
in equipment necessary to complete the work
cluding the connection of all conductors and testing of the system.
Ino/luded in Payment, Item 1 i _
fof re-l�e in the s the.,cost o furbishing the CBD luminggires I noires to the LID pNoje t s eland ransprting t}e refur,p
Incidental to t��t bid pricer- Y,�hed
fl traf is fQ �LI is the cost of alj fla/gofng
f �control within the street sec' of the Centra�'usibhss
trict. ity of RerttOn,
- _-
11C-7CONDUIT -----_
110-7� 1 GENERAL_
The
fittings atn the clocations noted donathe�Planlsheets�onduit and necessary
Conduit to be provir.ed and installed shall be of two types as indicated
below:
3rANGAAlDS
(1) Schedule 80, extra heavy wall PVC conforming to ASTM ft"S=
. 0" shall be used whenever conduit is to be placed under the
traveled portions of the roadway.
nMvQ�LOS '
(2) Schedule 40, heavy wall PVC conforming to ASTM }Bf+NSW
shall be used whenever the conduit is to be placed outside or
alongside the traveled portions of the roadway.
All joints shall be made witn strict compliance to the manufacturer's
recommendations regarding cement used and environmental conditions.
110-7.2 MEASUREMENT AND PAYMENT
Measurement and payment for conduit will be by the linear foot
Installed, as determined in the field at the time of construction.
Payment will be ma__ under:
(1) "Conduit, Schedule 40, ," per linear foot.
(2) "Conduit, Sched •e 80, per linear foot. j
110-8 JUNCTION BOXES (PULL BOXES)
110-8.1 GENERAL
The Contractor shall provide and install junction boxes of the type
and at the locations specified in the attached Plans and Detail Sheets.
Junction boxes to be grovidedx ap) installed for this Project shall be
Design 8 and Design CAasf indicateed on the Plans and shall conform to
W.S.D.D.T. Specifications, Standard Plans and Detail Sheets.
The inscription on the covers of all junction boxes shall be as indicated
below:
(1) "Street Lighting" and "Traffic Signals" or "Lighting" and
"Signals" -- all for street lighting circuits and one or more
signal circuit functions (interconnect, loop detectors, future
signal conduit, vehicle and/or pedestrian signal functions,
service).
(2) "Traffic Signals" or "Signals" -- all used exclusively for one
or more signal circuit functions (interconnect, loop detec-
tors, future signal conduit, vehicle and/or pedestrian signal
functions, service).
Inscriptions on Junction boxes performing the same function, i.e.,
street lighting, traffic signal, or both, shall be consistent throughout
the Project.
All ,function boxes shall be installed In conformance with provisions
contained in the W.S.D.O.T. Standard Specifications and Standard Plan J-
3a.
110-8.2 MEASUREMENT AND PAYMENT_
Measurement and payment will be at the unit price "per each" for the
type specified, complete and in place.
(1) *Design B Junction Box,• per each.
("Z-) Clrfe',rn.-a,,ft ,., .f+ Y;,t ': p,pr POrk
The unit contract price, per each, for '�,unction Boxj4shall be
full compensation for furnishing same and for all costs of labor,
material, tools, and equipment necessary to provide and install the
junction boxes including excavation, backfilling and compaction all in
accordance with the Plans, these Special Previsions, and the Standard
Plans and W.S.D.O.T. Specifications.
110-9 CONDUCTORS - ILLUMINATION
110-9.1 GENERAL
Wire conductors for the street lighting circuitry shall be 600 volt
single conductor, f8, stranded, copper, insulated with 5/64" TN grade
plasticized polyvinyl chloride compound or approved equal. The wire
conductors inside the street light standard from the quick disconnect
fuse to the luminaire head shall be 600 volt two conductor, standard size
f12 AWG, type UF.
The wire conductor for the street lighting grounding system shall be 600
volt single conductor t10, AWG stranded bare copper.
110-9.2 MEASUREMENT AND PAYMENT
Payment for conductors - illumination will be at the unit price, per
1,000 feet. Payment will be under;
(1) "Conductor - Illumination R8 AWG", per 1,000 linear feet.
(3) 'Bare Grouna Wire #10 AWG", per 1,D00 linear feet.
The unit contract prises for conductors, size as noted, shall be full
compensation for furnishing and installing all conductors and supplying
all labor, materials, tools and equipment necessary and/or incidental to
the construction of the co�iplete illumination cable system. The Con-
tractor is advised that this pay item shall also include all tests to be
conducted prusuant to Subsection 8-20.3(11). All additional materials
and labor, not shown in the Plans or called for herein shall be provided
in accordance with Section 8-20.5.
i
110-10 FUSES
110-10.1 GENERAL
Fuse .alders, complete with fuses, in the light standards shall be a
waterproof quick disconnect type with installation in accordance with
Section 9-29.23 of the W.S.D.O.T. Standard Specifications.
110-10.2 MEASUREMENT AND PAYMENT SEA R EW A�-
Measurement and Payment will be made at the unit contract price,
"Fuse Kits", Der each.
The unit Fontract price for 'Fuse Kits", per each shall be full compensa-
tion f4F furnishing all labor, materials, tools and equipment necessary
and/or incidental to the installation of the fused illumination system
and shall be compete.
110.11 SERVICE/CONTROL CABINET TYPE "D" MODIFIED
110-11.1 SERVICE, GENERAL
The electrical services shall be Type "0" Modified 120/240 volt,
with appropriate number of lighting circuit breakers as per service
details. Service connections shall be connected at locations as noted on
the plans. The Contractor shall verify the service location and coordi-
nate service activities with Puget Sound Power & Light Company.
110-11.2 SAFE WIRING LABELS
The Contractor is advised that safe wiring labels required by the
.itate of Washington, Department of Labor & Industries, shall apply on
this project.
The street light contactor cabinet shall have the following qualities:
1. Fabricated from cold rolled sheet steel, 12 gauge exterior, 14
gauge interior, welded by wire-fed inert gas.
2. All welds to be ground smooth.
3. Hinges shall be continuous concealed piano type.
4. No screws, rivets or bolts shall be visible outside the
enclosure.
6. The cabinet shall have approximately dimensions as shown on
the detail sheet. i
6. The finish on the cabinet shall be a factory prepared baked-on
enamel, white in color.
The following item shall be features in the light cabinet:
i
1. Main circuit breaker.
C2. Branch circuit breakers. (For number required, see Service
Detail.)
3. Utility plug (120 volt - 20 amp rated) with GFI.
4. Lighting control test switch (120 volt - 15 amp rated).
5. Contactors.
6. Photo-cell.
7. 7-day (solid state) time clocks.
S. Elapsed time meter (non-resettable - 99,999 hours).
9. Thermostat (40 degrees F. closure).
10. Strip heater 100 watt.
Refer to Section 9-29.11(3) of the Standard Specifications for general
requirements.
110-11.3 PHOTO ELECTRIC CONTROL
The street light circuit shall be controlled by a combination of a
photo-electric cell mo, nted on the nearest luminaire stand, d with
remote control relays as per photo-electric detail on these plans.
The photo cell to be fcrnished and wired into the luminaire as part of
this contract shall be an external plug-in device, rated to operate on
120/240 volts, 60 HZ, shall be capable of controlling a lamp load of
1,000 watts and shall oe wired for master control.
110-11.4 LIGHT CONTROL UNIT
Shall be as shown in "Typical Service/Control Detail" in these
Plans.
I10-11.5 SERVICE WIRING TO iITILITY POINT
The service wiring between the service panel and the serving
utility vault and/or other service point as requested by the serving
utility shall be incidental to the unit contract price, "Service/Control
Cabinet, Type D - per each".
h � y
110-11.6 MEASUREMENT AND PAYMENT
Measurement and payment shall be at the unit contract price,
"Service/Control Cabinet, Type D, per each" and shall be full compensa-
tion for all elements as specified under Subsection 8-20.5 of the
W.S.O.O.T. Standard Specifications.
il1-11 TRAFFIC MAST ARM SIGNAL POLES"------
The Contractor shall
(. poles as spec ied he rein. pPolese' and 1 trafllc signal mast arm
items and will a galvanized, be standard manufactured catalog
� I
The mast arm pole all list of a round tapered steel shaft, signal
mast arm and attach , street light mast arm and attachment (where
Specified), anchor ts, nuts and washers, and associated pole
The length mast arm, heig of pole and size s
other a rtenances shall he a shown in the Plen-Pacing of signals and
+ Aancl parts shall be galvanized afte fabricat!on per gSTM A-123, except
b"--bolts,nuts W washers shall be galvanized per ASTM A-153. p
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SECTION Ill TRAFFIC SIGNAL
i
111-1 GENERAL REQUIREMENTS
The work to be performed by the Contractor shall consist of the installa-
tion of a traffic signal at the intersection of S.W. 16th Street and Lind
Avenue S.W. The traffic signal controller shall comply with adopted
City of Renton Controller Standards and shall be compatible with the
City's Multisonics master. An interconnect conduit with pull wire shall
be installed to the south approach of the existing Lind Avenue over-
crossing of interstate 405 but no extension or interconnection will be
required at this time.
The work shall include the furnishing and installation of the traffic
signal controller, cabinet, peripheral equipment, induction loop detec-
tors, loop amplifiers, traffic signal poles with mast arms, traffic
signal heads with back plates, pedestrian signal heads with pedestrian
push-buttons, signal pole mounted overhead high pressure sodium vapor
luminaires meeting the requirements as described elsewhere in these
Special Provisions, providing electrical service to the traffic signal
system, and checking out the final system all in accordance with these
Technical Provisions and the Standard Specifications for Road and Bridge
Construction published by the Washington Highway Commission, 1980 edi-
tion Construction standards shall be those adopted by the City of
Renton and, where otherwise indicated, Standard Plat-s published by the
Washington State Highway Ccmmission, publication M2.-01(HD).
T'.. entire signal system complete w4th ue.ectiv^. electrical service,
an pole top mounted luminaires will be compensated at the lump sum
contract price, "Traffic Signal System, Complete".
111-1 STANDARDS
The traffic signal system shall be installed in accordance with
Subsection 8-20 and 9-29 of the W.S.D.O.T. Standard Specifications,
applicable subsections, and the Standard Plans.
111-2 FOUNDATIONS
Foundations shall be in accordance with Section 8-20.3(4) except
the Class 3 surface finish specified therein shall be revised to Class 1.
111-3 CONDUIT
Subsection 8-20.3(5) shall be modified to provide for the instalia-
Lion of plastic conduit. The conduit "Schedule" shall be as prviously
described. Conduit installed as a part of the signal system shall be
incidental to the limp sum contract price.
111-4 SIGNAL HEADS
Signal heads, complete with back plates and tunnel visors, shall be
provided and installed in accordance with Section 9-29.16 and appropri-
ate subsections. Optically programmed signals will not be provided.
MENEM
Back plates shall be installed on all traffic signe'% Traffic signal
heads shall be painted "Traffic Signal Yellow" in _.cordance with the
City of Renton Standards.
Vehicular traffic signal mounting hardware will be the "Top Mount Plumb-
izer" type as shown on Standard Plan J-6b.
111-5 SIGNAL HEADS - PEDESTRIAN
Neon grid pedestrian signal heal; shall conform to Subsection 9-
29.20(2) except the display will be the international symbol.
111-6 PEDESTRIAN PUSH-BUTTONS
Pedestrian Push-buttons shall be it accordance with Subsection 9-
29.19.
111 7 TRAFFIC SIGNAL CONDUCTORS, CABLE
All traffic signal conductors and cable shall be provided and
installed in accordance with Subsection 9-29.3.
Detector "Home Run" conductors shall be 3elden, Beldfoil l8720, or
equal, vvith 114 AWG conductors, stranded (19 x 27). Cable shall have
pol,vethylene insulated copper conductors, an aluminum polyester shield,
a tinned copper drain wire and a chrome vinyl jacket.
111-8 GROUNDING OF SERVICE
The grounding of electrical service for the traffic signal system
shall be in accordance with state and local codes and the adopted stan-
dards of the serving utility, Puget Sound Power & Light. This service
will include a ground rod, at an associated circuitry, at a minimum.
All service peripheral materials shall be incidental to the lump sum
contract bid price for the traffic signal system. The Contractor will
provide for all service cables and connections to the vault, as noted on
the Plan Sheets.
111-8.1 GROUND - SIGNAL POLES
All poles shall be grounded. Grounding of the traffic signal system
shall be incidental to the lump sum contract price.
111-9 JUNCTION BOXES
Junction boxes associated with the traffic signal project shall be
provided in accordance with standards previously described (Section 110-
8). The cost of junction boxes associated with the signal system shall
be incidental to the lump sum contract price.
111-10 VEHICLE DETECTION
Vehicle loops shall be installed in accordance with the Plans,
Standard Plates, and Special Provisions. Loop detection amplifiers
shall be in accordance with Subsection 9-29.18, 9-29.18(1), applicable
portions, and will be incidents, to the lump sum contract price.
i
111-11 .TRAFFIC MAST ARM SIGNAL POLES
The Contractor shall provide and install traffic signal mast arm
Poles as specified herein. Poles shall be standard manufactured catalog
items and will be galvanized.
The mast arm pole shall consist of a round tapered steel shaft, signal
mast arm and attachment, street light mast arm and attachment (where
specified), anchor bolts, nuts and washers
hardware. , and associated pole
The length of mast arm, height of pole and size, spacing of signals and
other appurtenances shall be as shown in the Plans.
All parts shall be galvanized after fabrication per ASTM A-123, except
anchor bolts, nuts and washers shall be galvanized per ASTM A-1S3.
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SECTION 112 TRAFFIC SIGNAL CONTROLLER
112-1 GFNERAL
The t, ffic signal control ter to be furnished and installed shall
be an expandable six to eight phase, fully-actuated, volume density,
modular, solid state, digital-timing device. The unit shall operate on
120 volt, 60 cycle, single phase alternating current and shall use the
power line frequency as a time base. The traffic signal controller shall
meet the requirements of the National Electrical Manufacturers Associa-
tion (NEMA) Standard Publication No. TS 1-1976.
Components such as resistors, capacitors, diodes and transistors shall
be individually replaceable utilizing approved standard soldering tech-
niques. Integrated circuits shall be mounted in sockets and shall be
easily replaceable without soldering.
The traffic signal controller shall be capable of interfacing with the
Multisonic real time, master computer. The controller shall be capable
of both on-line operation (control by the Multisonic Master Computer)
and standby operation. The controller shall establish the sequence of
signal phases, including overlaps, in conformance with the Signal Phas-
ing Diagram on the Plans.
112-2 OPERATIONS
112-2.1 ON-LINE OPERATION
When operating through the on-line master compi!=r (Multisonic Mas-
ter) the controller shall be capable of operating e, :ner in a fixed time
mode or in a fully-actuated mode with volime density on each phase as
required. All clearance timing and pedestrian timing shall be accom-
plished at the local intersection.
112-2.2 STANDBY OPERATION
For the standby operation, the traffic signal controller shall
include all circuitry required to provide all timing and all functions
for signal operation in a fully-actuated mode. Standby operation shall
automatically occur upon opening of interconnect lines, failure of cen-
tral master computer, or when specified by the master. The standby
operation shall follow and be coincidental in phase to that phase being
di•.,ilaved at the start of standby operation. Transfer from computer
supervision shall not call up a starting yellow.
112-3 CONTROLLER FUNCTIONS
All timing functions and input and output features for fully-
actuated, volume-density operation vi,all be provided in accordance with
NEMA Standard TSI-1976.
The controller shall provide for setting each timing interval by means of
positively calibrated settings. The timing functions shall be on the
front of the controller unit. Timing functions shall be color coded and
shall be easily identifiable.
i
112-4 AUXILIARY TRAFFIC SIGNAL CONTROL EQUIPMENT I
112-4.1 FLASH UNIT
Flash unit shall be a two circuit type, capable of switching loads
up to 100 watts per circuit alternately at a rate of 60 flashes per
minute per circuit, plus or minus two flashes per minute. The nut shall
be Solid State.
112-4.2 FAIL SAFE UNIT
The fail safe unit shall monitor both the positive and negative
portions of the A.C. sine wave for all green, amber and pedestrian walk
indications. The duration of a display of conflicting indications shall
not be long enough to be visible to motorists or pedestrians before the
monitor initiates flashing operation. There shall be a visual indica-
tion that the monitor has pre-empted normal operation.
112-4.3 EMERGENCY VEHICLE PREAMPTION UNIT
Emergency vehicle pre-emption shall be furnished either as separate
units or as modules that plug directly into the controller case. The
pre-emption system operation shall be compatible with the 3M Company
"Opticom" system which the CITY OF RENTON is currently using and shall be
capable of being activated by the same transmitters.
When a pre-emption detector detects an emergency vehicle, the phase
selector shall hold the controller in the required phase or advance
directly to that phase after observing all clearances. The phase
selector shall hold the controller in the phase selected until the i detector no longer detects the emergency vehicle. When the phase
selector is responding to one detector, it shall r .. respond to any other
detector until calls from the first detector are satisfied. The phase
selector shall have adjustable pulse rates for controller advance and
yellow advance on each phase. Indicator lights shall indicate power on,
signal being received, chanrel called, and advance circuit operation.
Switches shall control system power and simulate detector calls for each �I
nhase.
112-4. COMPUTER INTERFACE UNIT
Interface comnun+cation devices shall be furnished either as sepa-
rate units or as modules that plug directly into the controller case. ;
The communication devices shall be used for on-line computer control of
the intersection and shall be capable of transmitting all detector and
signal status information and receiving and decoding command information
from the computer all to conformance and within the capability of the
Multisonic master computer unit and the interconnect cables. In the
event of loss of signal from the master computer, the interface communi-
cation device shall cause the controller to revert to standby operation.
The communications device shall employ the latest state-of-art encoding/
decoding, multiplexing technologies in order to provide for the bi-
directional communication of data and command information between the
master, computer and the intersection.
i
112-5 ACCESSORY EQUIPMENT
112-5.1 VENT FAN
The cabinet shall have a filtered air intake and a vent fan. The
air intake filter shall be cpable of impeding foreign bcddies, such as
dust, lint, etc. The vent fan shall be in the top of the cabinet and
thermostatically controlled.
112-5.2 POWER SWITCHES
There shall be a main power switch inside the cabinet that shall
render all control equipment electrically dead when turned off. There
shall oe a controller power switch that shall renaer the controller and
load switching devices electricdlly dead while maintaining flashing
operation for purposes of changing controllers or lead switchingI'
devices.
112-5.3 STOP TIME BYPASS SWITCH
There shall be a switch in the cabinet identified as the stop time
bypass switch. If the intersection is placed on flashing operation I
either by the flash switch or the fail safe monitor, the controller shall
immediately stop time. The stop time bypass switch shall remove stop
time from the controller and permit normal cycling operation while the 'I
intersection remains in flashing operation.
112-5.4 DETECTOR TEST SWITCH
' Each vehicle and pedestrian phase shall have a momentary (spring
\ return) detector test switch. When depressed, the switch shall place a
call c� its respective signal phase.
112-5.5 CONVENIENCE OUTLET AND LAMP SOCKET
A convenience outlet protected with a ground interrupter and an
incandescent lamp socket shall be furnished in the main cabinet. A door
switch for the lamp shall be provided. This circuit shall be protected
by a circuit breaker rated at 20 amps.
112-5.6 A.C.. INPUT LINE FILTERS
A Cornell-Dubiler radio interference filter NF 10801-1 30 amps or
equivalent shall be used to filter the A.C. power. Additionally, all
power supplies shall have noise immunity from other devices within the
cabinet.
112-5.7 SURGE PROTECTOR (LIGHTNING ARRESTER)
The controller shall have an input voltage surge protector that
shall protect the controller input from any voltage surges that could
damage the controller or any of its components.
112-5.8 FIELD WIRING TERMINAL
There shall be a terminal strip for wiring in the controller cabi-
net. The terminals shall be numbered in accordance with the Schematic
Wiring Diag,am on the plans. If a different numbering system is used for
the cabinet wiring, then both numbers shall label each terminal and the
cabinet wiring schematic drawings shall include the field wiring numbers
where the terminal strip is illustrated. A common bus hir with a minimum
of 15 terminals and a ground bar with a minimum of 6 terminals shall be
provided.
112-5.9 SCHEMATIC AND MANUALS
The controller cabinet shall have a waterproof envelope with a side
access attached to the inside of the cabinet dnnr. At the time of
delivery the envelope shall have four complete sets of schematic and
manuals for all assemblies and sub-assemblies.
112-6 IDENTIFICATION
Every module or device shall have affixed thereto permanent name
tags or name plates stating the component's function within the com-
posite signal control system,
112-7 TRAFFIC SIGNAL CONTROLLER CABINET
112-7.1 GENERAL
A weatherproof type P-1 outdoor cabinet shall be furnished and
installed in accordance with WSDH Standard Plan J-6c and Detail Sheet.
The cabinet shall have a shelf or shelves of sufficient size to easily
house the traffic signal controller, auxiliary control equipment, and
cabinet wiring without utilizing the floor of the cabinet. The cabinet
shall be clean-cut in design and appearance, and shall have a metal etch
primer coat under the finishing coat. Finish paint :hall be a durable
aluminum or hanmertone gray, or similar in color, capable of preventing
rust for at least five years. All manufacturer's wiring and field wiring
shall be neatly harnessed.
112-7.2 MAIN DOOR AND POLICE PANEL
The main door of the cabinet shall include a two position bar stop
and shall be secured with a Corbin Type 2 lock. The main door shall also
contain a police door with a conventional police lock. Inside the policr
panel there shall be a signal on-of` switch which shall prohibit any
signal display in the field but will allow the control equipment to
operation when placed in the "off" position. A second switch shall be
the Auto-Flash switch. When placed in the "Flash" position, controller
power shall remain on and controller shall stop time dependent on switch
setting on the auxiliary panel described later.
112-7.3 AUXILIARY PANEL
The auxiliary panel shall contain an Auto-Flash switch which when
placed in the "Flash" position operates as the switch in the police panel
except that it shall not stop time the controller. A second switch shall
be a Controller Power On-Off switch. A third switch shall be the Stop
Time switch and shall be a three position switch. One position shall
cause the controller to stop time when the Police Panel Flash switch is
in the "Flash" position. The second position shall not step time the
controller with the police panel flash switch and the third position
shall apply a constant stop time command to the controller.
112-7.4 SAFETY MONITOR INTERLOCK DOOR SWITCH
A Safety Monitor interlock door switch shall be provided which will
allow the controller to function normally with the safety monitor
removed and the cabinet door open. When the door is closed with the
monitor removed, the intersection shall be placed in a flashing opera-
tion.
112-7.6 TELEPHONE JACK
A standard telephone jack shall be provided in the cabinet for the
telephone receiver and transmitter for voice omnunications as part of
the communication system. The telephone jack shall be wired so that a
telephone receiver and transmitter will operate using the traffic signal
Interconnect cable. The telephone receiver and transmitter need not be
provided at this time.
112-7.6 TRAFFIC SIGNAL CONTROLLER ASSEMBLY TESTING
The traffic signal controller assemblies, including the traffic j
signal conI auxiliary control egipment, and cabinet shall be shop
tested to the satisfaction of the Engineer. Testing and check-out of all
timing circuits, phasing and signal operation shall be at the City of
Renton Signal Shop. The signal shop will make space available to the
C Contractor for the required test demonstrations. The Contractor shall
assemble the cabinet and related signal control equipment ready for
testing. A complete demonstration by the Contractor of all integrated
components satisfactorily functioning shall start the test period. Any
malfunction L' ` stop the test period until all parts are satis-
factorily operai. ig. The tist shall be extended until a minimum of 72
hours continuous satisfactory performance of the entire integrated
system has been demonstrated. The demonstration by the Contractor to the
Engineer of all components functioning properly shall not relieve the
Contractor of any responsibility relative to the proper functioning of
all aforestated control dear when field installed.
112-8 ILLUMINATION SYSTEM ON SIGNAL POLES
Underground conductors for the 240 volt street illumination =ircuit
shall be stranded copper, THW grade with 600 volt insulation of the sizes
noted on the Plans and Wiring Schedules. Wire conductors inside the pole
from the street lig,rt to the fuse elders shall be copper 600 volt No. 12
A.W.G. 2/c with ground.
Where splicing of the street lighting circuit is to be made in the
junction box, the splice kit shall consist of a pressure type device
wt,ere the connection of the wire to the kit is achieved by crimping or by
a compression Solt. No twist-on type connectors shall be allowed. After
the kit h-.s been installed, all exposed surfaces of wire and kit shall be
covered with a clear epoxy to form a water-tight seal. Materials used
for the splice kit shall be compatible with the wire material.
I1
Illumination on signal poles shall be incidental to the lump sum contract �I
price for signal system, complete.
l
112-9 UTILITIES
Section 1-07.17 of the Standard Specifications is hereby supple-
mented by the following:
It shall be the responsibility of the Contractor to contact the
utilities in the contract area to verify the location of the
utility's facilities.
The Contractor shall notify the One-Call Utilit Ce ter (682-5464) not
hI less than 48 hours in advance o trencng and or gging. Further,
other potential utilities in the proximity shall also be notiFied if not
covered by the "One-Call Utility Center".
Any damages or breaks to existing utilities will be the responsibility of
the Contractor and must be repaired immediately. All repairs must be
Inspected before covering. The Contractor's attention is drawn, to Sub-
section 1-07.14 of the Standard Specifications. This subsection shall
be amended to incorporate the City of Renton.
112-10 LOCATION
The Contractor shall adjust locations of poles, plus or minus 2
feet, to clear Existing utilities. If such adjustment is not sufficient
to clear utilities, the Engineer shall restake pole locations at the
�. request of the ContrWor and such revised locations will not alter the
unit bid or lumo sum bid prices.
112-11 FIELD TESTING
Before final acceptance, the Contractor shall field test the
installation in accordance wW Section 8-20.3(11). Costs for perform-
ing these tests and cnrrecting the fa-ilts shall be at the Contractor's
expense.
112-1.2 WARRANTIES AND GUARANTEES
The Contractor shall surrender to the City of Renton any warranties
and/or guarantees acquired by him as a formal trade practice in connec-
tion with the purchase of any materials or items used in the construction
of the traffic signal and lighting system(s) included in this project.
112-13 SOURCE AND QUALITY OF MATERIALS
Regulations and codes, standards, materials, and equipment lists
and drawings shall be in accordance with Sections 8-20.1(1), 8-20.1(2),
8-20.2(1) of the Standard Specifications. The Contractor will not be
required to submit letters from luminaire manufacturers regarding lamp
socket positions as noted in subsection 8-20.2(1), paragraph 1.
112-16 TRAFFIC CONTROL
All costs in connection with the protection of vehicular as well as
pedestrian traffic shall be cons'dered incidental to the other items
involved.
Traffic control operations to be used during construction of this
project shall be in accordance with Section 1-07.23 of the W.S.D.O.T
Standard Specifications.
Traffic movement shall be herein defined as applying to both vehicular
and pedestrian traffic. During all phases of construction, traffic
movement shall be maintained as near normal as possible. Reasonable
access shall be maintained at all times to adjacent properties outside of
the right-of-way line. All roadways will be open to traffic during peak
traffic periods, 6:3J to 8:30 a.m, and 3:30 to 5:00 p.m.
112-16 EXLTIK iMPROVEMENTS AND RESTORATION
Further to the reg0 rements of Section 8-20.3(3), any existing or
newly construcred improvements, including (but not limited to) roadway
pavement and base material, concrete, curb, gutters and sidewalk, land-
scaping, underground utilities and earth grading that are disturbed by
the Contractor's operations shall be restored to their original condi-
tion by the Contractor at his expense unless otherwise agreed to by the
Engineer. An, unused or discarded debris shall be removed from the
public right-of-way or adjacent private property(s) before final accep-
tance.
/ 112-1" TURN ON - SIGNAL
The Contractor shall not turn on the signal system or part thereof
visible to any traveled roadway without the accompaniment of the Engi-
neer or his duly authorized representative. The Contractor or his duly
authorized representative shall be present at such turn-on time, with
materials and tools necessary to correct any malfunctions which occur.
All signal heads that re not operating shall have the complete unit
covered in accordance with the M.U.T.C.D.
112-18 AS-BUILT DRAWINGS
Upon completion of the project, the Contractor shall furnish "As-
built" drawings in accordance with Section 8-20.3(17) except for the CBD
lighting revision portion of the project.
112-19 PAYMENT
Payment will be made, as included in the Proposal, under:
"Traffic Signal System, Complete", Lump Sum.
The lump sum contract price for "Traffic Signal System, Complete" shall
be made in accordance with Section 8-20.5, Pa ent of the State of
Washington Standard Specifications for Road and ridge Construction,
1980 edition.
i
Included in payment will be the furnishing of "As-built' plans in
( accordance with Section 8-20.3(17) and providing all traffic control
which shall be incidental to the lump sum contract price, and providing
and installing electrical se-vice as noted elsewhere, refurbishing
existing conduits which will be used for the traffic control system, and
all other elements associated with the implementation of the ca+plete
traffic signal system including Testing and Turn-on.
!i
GEOTECHNICAL DATA
A subsurface investigation and report was conducted by the
geotechnical firm of Converse ward Davis Dixon, Inc., Seattle, Washington.
The observations, soil logs and test data are included in this document to
aid the contractor in assessing the degree of difficulty in constructing
the improvements. the complete report is available at the following
locations:
1) City of Rentcn
Department of Public works
Renton Municipal Building
Renton, Washington
2) Jones Associates, INc.
2700 Northup Way
Bellevue, Washington
i
t
1.0 SUBSURFACE EXPLORATIUN AND LABORATORY TESTING PROGRAM
Our subsurface e99xp brat ion program consisted of excavating 45 backhoe
nd( test 9rt7eptember 17,n1979 and�revi lith ewin a rotary drill rig from August 8
throw h
formation Obtained for Other 9 additional existing subsurface in-
probes were made alongthe Projects in the project area. Numerous peat
Proposed alignments to aid in defining
compressible soil thicknesses. Additional peat probes were Performed on
February 5, 1981 on Southwest 27th Street at the Sprinbrook Creek culvert
crossing. The approximate locations of our boreholes, test pits and peat
probes are shown on the Site and Exploration Plan, Drawing 1, in addition
to the approximate locations of subsurface explorations performed by
others.
Representative soil Samples were obtained from the borings in conjunction
with performing penetratior tests and grab samples were taken from the test
pits. The penetration test with a 140-pound hammer fall consists of driving a 2.4-inch I.D. sampler
number Of hammer blows ing freely for a distance of 30 inches. The
repu fired to drive the sampler six inches is recrded
and are shown on the boring log o
s. The explorations were observed on a full
time basis by a geologist from our firm, who made a log of the cols
encountered, evaluated the difficulty of drilling/excavation and recovered
Soil samples. We have modified the logs presented in Appendix A to reflect
the results of laboratory examination and testing of the samples.
Peat Probes consisted of manually pushing a one-foot Iona by one-inch diam-
eter sampler attached to approximately I/2-inch diameter rods to refusal.
A specimen was usually retrieved from the tip of the samprer for
inspection. The difficulty or ease of probe penetration is an indication
0f the presence of soft cohesive or peaty soils.
The soil strata shown on the loss were observed at individual borings or
test pit locations. Actual conditions between the exploration locations
may vary from those shover on the logs.
The laboratory testing program consisted of moisture density
determinations, grain size analyses, unconfined compression tests, Proctor
Compaction tests (ASTM 0698-78), California Bearing Ratio Tests (ASTM
01883), and consolidation tests. The moisture density results are shown on
the logs and the consolidation test results, grain size analyses,compaction test, California Bearing Ratio Test:, and Proctor
unconfined compression
tests are presented in Appendix B. The results of our California Bearing
Ratio Tests and unconfined compression tests are presented in Table B-1,
We conducted a pavement survey by walking the alignment and observing the
condition of the existing roadway along East Valley Road and S.W. 16th
Street. The results of this survey are discussed in Section 3.0.
t
2,0 SUBSUP,PACE CONDITIONS
2.1 GENERAL
The site lies in what is generally referred to
Subsurface conditions typically include a referred
cent alluvium as the Kent Valley,
cal deposits of oor an irg of loose to medium dense sandsy thick sequence of re_
and with less organics[wSilts
ith and peats. The Soils en and silts wfde ler
the soils generally exhibit epth, Due to the nature generally
ralluv grade denier
both laterally and vertical considerable variations deposits,
e tl[di ly, over short distances
Based on the borinos and test pit information, the area appears to be
underlain by four general soil units. These include:
I. FSIi
01 the area, particularly the exiting roadwa
areas, are underlain by fill. The composition and tl
fill encountered in y �"d shoulder
eluded dense our explorations wasdensity of the
dense coal a sand and gravel, medium dense quite variable and in-
aste. The thickness of fi silty sand and medium
tel feet to less than one f the fill ranged from foot. about
2. Or anic Soils
e natu ra s
soft or oils encountered in much of the area consisted of
fine- ganic Silts and Peats, The peats varied from fibrous to
grained whilihethe organic sails ranged from slightly to
9 o organic.
due to consolidation by the is of were generals
thickness of 9 of the overlying soft . firm
foot thickness
the
was quite variable ranging from�les• the over g feet. Comparison of the thicknesses eOf then a
organic soils encountered by the probes in virgin areas with
encountered ty borings in fill areas indicated that
have been compressed 12 that
to 36 in
by the weight Ofh the nfill.
3• Loose Silts and Sands
nder ying the e o 9 cs, we encountered a layer of loose t
um dense silts and fine silty sands ntls with local
and lenses of clean sand o medi-
variable in and gravel. This zones of organics
thickness ranging from unit was also quite
4 Lower 9 9 om zero to over ten feet.
c er Sands
Under yinr'ng the organics and upper loose silts and fin
tenerallygconsistntered a stratum of medium, densegranulare all
g sands,
locally grading g of medium to fine sand soil
below h the dense sand and gravel, Th lh some shells but
t e depth of our deepest borings unit
at a depth of 52efeet.
2'2 Alignment Strati ra h
\. Based on the ex underly1
any
roadways is 9ns ist existing afil ti sand the generalnatural scil contlitions
Of each deposit);of the following (lumbers)ind is ate Conditions existing and proposed
East V thickness
Valley Road
a) Southwest 41st Street to Station 45+00
2 to 3 feet �'t and organic silt
!o0se silt underlain by sands
6) Station t0 Station 60+00
8 too 11 feet - Peat and organinc silt
3 to 5 feet - loose silt underlain by Sands
c) Station 60+00 to6 to 8 feet Station 82+00
4 to 5 f<et _ Peat and organic silt
4 to 6 feet - sand,.
loose silt underlain by sands
d) Station 82+00 to Stat i01, 90+06
10 to 12 feet - Peat and organic underlain by sands
e) Station 90+00 to Station 94+08 4 to 6 feet - loose silt underlain by sands
Southwest 16th Street
a) Station 30+00 20 Station 38+96 (East Valley Road)
4 to 6 feet - loose silt underlain by
Southwest 19th St sandsreet
a) Station 20+00 to Station 24+00
3 to 5 feet - loose silt underlain by sands
b) Station 24+00 to Station 25+00
3 to 5 feet - loose silts
6 to 8 feet - peat and organic Silts Underlain by sands
c) Station 25+00 to Station 28+00
to 6 feet - loose silt underlain by sands
d) Station 28+00 to East Valle i y Road
to 12 feet - Peat and organic silts underlain by sands
Southwest 21th St
reet
a) Station t108 fle to et East Valley Road
Peat and organic silts
2 to 4 feet
loose silts underlain by sand
S rin brook Creek Culverts
ur Invest gat ons indicate the area of the proposed Culverts are
underlain by about four to five feet of soft peat and organic silts
above sand. The elevation of the bottom of the soft material is
approximately elevation 0 to 1 with water elevations at about
elevation 8.0 in the vicinity of the existing and proposed culverts.
i
2.3 Pavement and Fill Sections
The existing fill embankments along the proposed and existing road
alignments generally consisted of varying thicknesses of gravelly sand or
silty sand fill. We urderstand that this fill was placed on the site from
one to about 60 years ago. The East Valley Road and Southwest 16th Street
embankments were constructed about 60 years ago and have a surface covering
of asphaltic concrete. The following is a general summary of the age and
thickness of existing embankments and pavement sections based on our
subsurface explorations:
East Valley Road
Section 1 (Southwest 41st Street to Station 44+00)
4to 6-1/2 inches - asphaltic concrete (AC) and asphalt-treated
base (ATB)
2 to 8 inches - sand and gravel
3-1/2 to 6 inches - concrete
2-1/2 to 4 feet - silty sand fill (glacial till fill) reportedly
placed approximately 60 years ago
{
Section 2 (Station 44+00 to Station 67+00)
4-172 to 5-1/2 inches - AC and ATB
3 to 6-1/2 inches - sand and gravel
4-1/2 to 5-1/2 inches - concrete
2-1/2 to 5 feet - coal fill reportedly placed approximately 60
years ado beneath paved roadway section and
four to seven feet of gravelly sand fill
adjacent to original roadway embankment
reportedly placed less than 60 years ago
Section 3 (Statien 67+00 to Station 94+08)
4 to 7 inches - AC and ATB
1 to 5 inches - crushed rock
2-112 to 6 feet - sand and gravel fill reportedly placed approxi-
mately 60 years ago
Section 4 (Station 94+08 to Lind Avenue-Southwest 16th Street)
--7�inch - AC
3 inches - Crushed rock
S inches - Concrete
3 to 6 feet - sand and gravel fill reportedly placed approxi-
mately 60 years ago
Southwest 19th Street
a) 5 to 10 feet - sand and gravel fill reportedly placed approxi-
mately 1-1/2 to 2 years ago
C Southwest 27th Street
a) Station 10+00 to Station 23�30
2 to 6 feet - sand and gravel fill reportedly placed
approximately 5 to 10 years ago
b) Station 23+30 to Station 33+10
4 to 2 feet - sand and gravel fill reportedly place^
approximately 2 years ago
c) Station 33+10 to Station 46+23
4 to 10 feet - sand and gravel fill reportedly placed
approximately 1 year ago
2.4 Groundwater
Groundwater was generally observed in the test pits which were
excavated in filled areas of the site. Groundwater levels at the time of
our explorations varied from 4-1/2 feet above to 7 feet below the present
elevation of the natural ground surface located beneath the fill. Large
ar is of ponded groundwater and marshes were also observed at several site
' .rations. Groundwater conditions are dependent upon seasonal and
non-seasonal factors which may change and result in different conditions at
a later date.
3.0 PAVEMENT RECONNAISSANCE
( Correlation was observed between pavement performance and the various
pavement sections determined in our subsurface explorations. The following
correlations by section correspond to section designations used above
(paragraph 2.3) to describe embankment conditions along Eas: valley Raod
and Southwest 16th Street.
Section 1 (Southwest 41st Street tc Station 44+00'
Numerous refractive transverse and longitudinal cracking. Indicative
of low strength, unstable subgrade soils, and unstable rocking and
concrete slab,,.
Section 2 (Station 44+00 to Station 67+00)
Some rei'Tective transverse cracking at slab joints and occasional
longitudinal cracking incicative of local unstable concrete slabs.
Generally good pavement performance with isolated areas showing
distress.
Section 3 (Station 67+00 to Station 94+08)
Z' asional minor cracking. Good pavement performance relating to the
stable subgrade.
Section 4 (Southwest 16th Street: Lind Avenue to East Valley Road)
Qom tr rat rat sverse Cracking due to refraction of concrete slab joints was
noted towards the east end of this section. At these cracks the thin
asphalt overlays are deteriorating to some extent. Good pavement
per-formance in general. Suggests stable subgrades and concrete panels.
(
SUMMARY
o•T[en uco 9/6/79 BORING NO. 12
i.N.u...u. . rt•...... ..(s(.no...C e.t[nXO X .J f♦♦♦+d.. •n.�0o[�ue.rne.<.n.•u.r..l�n.�.i..uu.0 rtr•n.Knc•KTT ci.e...o.amiie.0 na n.,(....r.e(.m....r...(tn.•a.+(Iw Kevo.uuu.[...•L•vTK..[[•.[.a...aair•[
�(SILTY SANG, rust and red, fine to medium; moist
1 SM loose to dense. 2-13 14
2 ---- -
---------------------------------^------ 10-
SAND, rust, fine to medium with trace fines;
` 5 3 SP moist, loose. -3-4
4 -4-4
5 -3-2
6 wet. -3-3
I
Iis 7 color change to gray-black. -4-4
zc 6
large wood fragments in cuttings. I I
- -
(sample cut through 7" of wood.)
I
Bottom of drill hole at depth 21y' . e7
Completed September 6, 1979.
- 1 �
' 30
t
=5 �
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PROPOSED 'LID 314 oio.o Ne
Renton, Washington 79-5170
for Jones Associates, Inc.
N.
ConverseWard DavIS Dixon :. A
SUMMARY
oe*t o[.uo
-916179 BORING NO. lj
nn eo,..,e.wr[n.on+e+r•.[suns er+.n seas e.o.++.[ bJ f rf t�.
.,w.7.o.wu t•uv.....a es.. .s... ..u.+a.,u
w x` •o. r.u. 61�.ne n. ...anu+m.o.arv•.u.e,+ws..o eaau.P. `ris i�or oo i�
O � [ltv.l'ION i'P
SM ILTY SAND, gray, fine; moist, loose.
1 --- --------------------- 4-6
SP SAND, brown, fine to medium; moist, loose.
----- -------------------------------------------
5 2 SM SILTY SAND, brown, fine; moist, loose. 3-4-4
i
i
-------------' -
0 322
SP SAND, gray to black, fine to medium;
moist, loose.
15
4 5-6-6
5 5-2-4
20
6
aJ 7 22-25 40
Bottom of driII hole at depth 31iy' .
Completed September 6, 1979.
I
0
a �
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E
t . . =JScC .1D 314 PronnN.
Reston, -''ashington 79-5170
for Jones Associates, Irc.
-0 No
a
ConverseWardDavisDixon G"ItcNM[[ro.m.11x,[x q_1g
SUMMARY
D.•t D[[[utD: 9/7/79�.��r....w. .BORING
.NiO. 15
r en[u...• w . n. .o.r n[ e/ tie o
DVr. L• .,o.u.[.w[ .. [e[ye..u. ����or, •.%.new G oo t��
R[r J�`a+*0 ••u ur[o n [i..u.¢....... .n w�ionen erg t,a oo:'ri io•r• ''l0, •pot
FILL (Sandy Gravel), brown with some silt;
(GM)
1 very moist, dense to med. dense. 60/6"
25/3"
5
2 grades gray, less gravelly
with trace organics. 7
6-21 18
10 grades sandier. 14-13 15
4
Pt PEAT, brown, fibrous with [roots and branches; -3-4
5 very moist, soft.
15 1-2-3
Pt/SP SAND/PEAT, black fine sand mixed with peat, 3-3-3
branches (to 1" thick); wet,
loose.
20 fibres to ; 1/18"
-------------- ____
g ^„
t SF-- SAND, black fine with silt Pockets (tr, P%, -2-1
depth); wet.
GP GRAVELLY SAND, black, fine, r ep v
g�Y. Nto 3/4" dia.) - 33-27 32
I wet,,ypi ry=dense.
r
� 3C
GM with Some Silt.
E 16-13 22
I Bottom of drill hole at depth 31�'.
Completed September 7, 1979.
3s
a
3
$� e0
PROPOSED LID 3—
Renton, washingcon Nlpj" e
for Jones Associates, Inc. 79-5170
ConverseWard Davis Dixon G IO�.tI1111t.�CDr1.Y�[t.le
A-16
SUMMARY
9/7/79 BORING NO.14
V: —2,..i't,ON...n ,.t.oi.f Iw n
t reuLu.,. ru vv u ces inox,u•wruupx,c«.nex 0 Da4 t✓Q
D[M+w [� eDv xc,tn ton.u...vi e.er Ktuq cewnwu.<w.+Pco.� Q.• 4C CL 1r
sto er`� i+ [Lfv.+Ow- C A1r 1 i
FILL (Said), brown fine to medium with trace
1 (SP) silt; moist, med. dense to loose. 7_9. 0
5-
� 3-3-
3 -1-2
---- ------------------------------------------
1c PEAT, brown and gray mottled, fibrous
4 Pt/OL with organic silt; very -3-3
moist, scft.
` -3-3
6 ML SILT: gra with trace or nics;v rYmcist,soft. -2-4
-- - ----- -----------
SP SAND, black, fine with trace silt; wet, loose.
7 --
zo ML SILT, gray; wet, stiff.
-- ----------------------------------
8 SAND, black, medium with trace fine;wet, loose 0-4-
SP to med. dense. r @
9 black, fine .to�r%dium Witti;,��.. k -4-1
�itile`siI2 ,
z[ 1G GP SANDY GRAVEL g rayJsubrounded, med. to coarse 2-34 50
Sand, fine to coarse grave.
wet, dense.
p Bottom of drill hole at depth 29'.
Completed September 7, 1979.
3s
a �
Y
it
i
PROPOSED LID 314 ocea Ne.
Renton, Washington 79-5170
a for Jones Associates, Inc.
F7... NN.
a
ConverseWa rd Davis Dixon A-17
LOG OF TEST PIT NO. 1
Location Elevation
Surface Conditions:
u
o c o o DESCRIPTION RSMJ RKS
5.7 1
'- -------------
_ s a
1 _ ---------- 4ushe� rccl,
5.E 5 Gravel sub-base, natural
2 32.6 Z -- -----
33.9 a FILL (coal mine waste),_with abundant coal
3 -_ -------------pieces-------
4 SILT, orange-tan, organic; ;tiff.
5 I Bottom of test pit at 4'_
too groundwater encountered.
6 Completed August 28, 1979.
71 fl /
10
11
1 12
a 13
14
15
s '
t
oRCPCSED LID 314
Renton, Washington
for Jones Associates, Inc. 75-5170
Converse�l/ardDavlsDlxon e/eNen ,,."
A-18
LOG OF TEST_ PIT NO. 2
Location Elevation j
Surface Conditions
o "
e^2 -ae a DESCRIPTION REMARKS
O c c
N -
------------ 5" 6Uha1t.
1 --- ------------- -5 Crusted .rock.
7.4 FILL (Sandy Gravel), gray, trace silt;moist.dense.
2 --
FI;_ ;Sandy Gravel) with trace clay; very dense,
3 moist.
4
> ---------- _ - _ __.. --
6 31.6 2 - FILL (Gravelly Sand)-brown-with trace silt.
37.0 3 SILTY SAND, gray, fine;.5oft, wet:
q
g bottom of test pit at depth 6'.
10 lio groundwater encountered.
Completed August 28, 1979.
12
I
t 13
1 � 14
15
� ( I
j
=e Washington 79-5170
es Associates, Inc.
C,wnq«q
ConverseWard Dam Dixon A_19
i
LOG OF TEST PIT NO. 3
Location: Elevation:
Surface Conditions,
o
3 E DESCRIPTION REMARKS
FILL (Sandy Gravel), brown with trace silt;
1 GW moist, med. dense.
---------------------------
3 grades-gray.
q ------------—------- c7ving. l4 to
5 41.6 1 ML SILT, gray; wet, soft.
6 2 _- - -_ grades with v.fine to-coed.
- sand with depth.
7
416. 3
PEAT, brown, fibrous, fine"roots apd-brfI �Sv
(to 3"). wetr fpft..r 5�~ —
9 - -------- - { " ------
1O B26 COL ORGANIC SL , �g7.tTed brown and gray with
M occ. lenses of peat;
wet, soft.
I 11 ---
12
13 Bottom of test pit at depth 12' .
I 14 Groundwater seepage encountered at depth 2 314' .
Completed August 26, 1979.
15
f
's
PROPOSED LID 314
Renton, Washington 79-5170
for Jones Associates, Inc. _
__ 0.•..y Na
COnverseWardDaviSDixon a.a«n •'co • • . A-20
LOG OF TEST PIT NO. 3A
Location: EIeve`iorc I
Surface Conditions!
c a DESCRIPTION REMNRKS
_ ____________4" Asehalt= 2"_crushed rock_____
1 =I L (Sandy Gravel), brown with trace silt, gravel i 1 to 6"dia.; very dense, moist.
----------------------------
grades gray. i
3 lc.o
4
5 Bottom of test pit at depth 311' .
No gre mdwater encountered.
6 Completed August 28. 1979.
i9
Y �
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! 10 'r
Ill
12
a 13
I I
14
s
15
I
r, oor�n No
PROPOSED LID 314 -
Renton, Washington 79-E170
for Jones Associates, Inc.
'- D•.w•ep No
ConverseWardDavlsDlxon cCOWntOw A-21
LOG OF TEST PIT NO. 4
Location;
( Elevation
i Surface Conditions;
i
� b
a' E DESCRIPTION REMARKS
n C 0 o
N
1 S„ FILL (Gravelly Sand), 6rrnm with trace silt; _ I
moist, med. dense.
2
3 Sm with some silt; wet, loose.
4
5 � caving,2's-9' .
' 6
50.4 1
8 idL SILT, mottle gray pith �oWnn organics, fine.—
roots—Afia decayed branches;
9 wet, firm.
103.1 2
PEAT, brown fibrous with 1enses of gray SILT,
10 Pt - roots and branches (to 4").
11 I
i 12 --
! 13 Bottom of test pit at depth 11'.
Groundwater seepage encountered at depth 2i,l .
14 'o"pleted August 28, 1979.
15
I
i
PROPOSED LID 314 ."'j" e
Renton, Washington
for Jones Associates, Inc. 79-5170
COnverseWard Davis Dixon GN,K",;,.,�,,,�,,.,,, 19�"
A-22
LOG OF TEST PIT NOAA
Location Elevation
Surface Conditions:
v _
.,ae DESCRIPTION RLYARKS
1
SW FILL (Gravelly Sand); med. dense, moist.
z I6.6 SW FILL (Sand), It. brown with trace gravel and silt;
3 med. dense to dense rt;Dist.
4
5 Bottom of test pit at depth 3'.
No groundwater encountered.
6 Completed August 28, 1979.
zo
11
12
s 13
14
s
15
s
a
i
PROPOSED LID 314
Renton, Washington 79-5170
fc, Jones Associates, Inc.
Converse Ward DavisD:xon A_23
LOG OF TEST PIT NO. 5
Locations
Elevation
Surface Conditions,
Y
� V
4
c .a 2R o DESCRIPTION REMARKS
7" Asphalt; 3" crushed-rock.
1 -----------
FILL (Gravelly Sand), brain with trace silt
z I Sw and gravel (to 4"dia.);
moist, mad. dense.
3
4 ------.------•---
-----------
5 grades gray.
6 E1 --------------------- - f
-- I Pt PEAT, brown fibrous,-roots and branches(to 2").
h 8 OL ORGANIC CLAYEY SILT, gray vntn, some ftber5
2 6-3 r-i w.C. Lsof . L
9
10
( 11 SN SILTY SAND, gray, v.fine to fine sand;wet,
med. dense.
a i 13
14 Bottom of test pit at depth 12' .
Groundwater encountered at 7y' (seepage) and
€ 15 Conpleted August 28,11979.
o
__-- .,"el wa
Renton, Washington
for Jones Associates Inc. 79-5170
� Y—y��Converse WardDavlsDlxon GwIKAnic�ICOn,Wbnp 0—4
A-24
LOG OF TEST PIT NO. 6
( i Location, EIevc`ion
Sw face Conditions!
DESCRIPTION REMARKS
5" Asphalt; 1A,_' crushed rock_
1 FILL (Gravelly Sand), brown with trace silt;
Sw moist, dense,
2
2.9 1 grades gray.
3 cobbles-(to 6"dia.)
4
S -- --------------------- -- 111-------
32 2 2 :_L (Coal), dk. brown to black.
6 ...........................
,A--------
IV 22.7 3 SN F:LL (Sandy Silt) ,,99 ray 64 tarace�organics. fine
----- e�pt4';';j,�e46. -- soft.
4 Z PEAT �r6rm, rous-with fine roots and branches
34 8 5 Pt/ (to 3"). with interbeds of
9 OL ORGANIC SILT (to 5"thick);
wec, soft.
1�
-— ------- -------------- ---------y---------
g
11 60.3 6 SILT, a with trace organics, inter^edded
12- ML with fine sand layers.
13 — —
14 Bottom of test pit at depth 13'.
15 Groundwater seepage encountered at depth 12' .
b Completed August 29, 1979,
Piezometer installed, slotted at depth 10-13'.
i
gL
b
-asn im:on 79-5170
for Jones Associates,lnc.
D,Mwp Me
ConverseWard Davis Dixon GW1 hh ,mNCo.~W A-25
LOG OF TEST PIT NO. 7
Location Elevation
Surface Conditions
V L
f .` a E DESCRIPTIC' REMARr,S
( FILL (Gravelly Sand), brown, with trace silt,
{ ' 1 4.8 1 SK occ. branches; moist, dense.
i 2 (Silty Sand).- bro---wn--with t-------race g-----
rav-el ;------
2 SPA moist, very dense.
�.: 4 --------------------
grades gray. root layer
5 -- ---------------------------------------t at
P` 5' .
113. 3 PEAT, dk. brown, fibrous with roots and bran4nes
6 (to 3':);'very,mo9st;'soit.
V °pcci, thin'�lenies of medium
sand (to thick).
g grades to wet.
ORGANIC SILT, mottled gray-brown lavers, little
9 1393 '4 OL fine to med. sar layers (to
i"thick) and v.fine roots;
10 wet_ soft_
-- ----------------
11 30.5 5 SP SAD, gray, fine; wet, loose.
12
s 13 Bottom of test pit at depth
Groundwater seepage encountered at depth 9 3/4' .
14 Completed August 29. 1979.
15
is
i g
:ROPOSED L1D 314 •aunwo
Renton, Washington 79-5170
for Jones Associates, Inc.
ConverseWardDavISDixon GwbMnloaCun.Wbm. A-26
LOG OF TEST PIT NO. 7A
Location
Elevation
Surface Conditions
o` 'o o DESCRIPTION REMARKS
1 __ ______________6" Asphalt, ass" crushed rock.
FILL (Gravelly Sand), brown, fine to med sand,
? SW coarse gravel (to 6"dia.);
I
3
y Bottom of test pit at depth 2'.
No groundwater encountered.
S Completed August 29, 1979.
6
7
i
110
111
I 12 N�
i
13
14
' I
-------------------
� 15
I
I
Y I
PROPOSED LID 314
Rentan, Washington _
for ?ones Associates, :nc. "
ConverseWard DavlSDwor.
A-227
LOG OF TEST PIT NO. 8
Location; Elevation
Surface Conditions:
a w° E � DESCRIPTION REMARKS
1 FILL (Gravelly Sand), brown with trace Silt.
S1 'I
2
3 i
-- ------------------------
4 grades gray.
caving, 3!y-6' .
5
I
6 276 1 ML __S_ILT, tray_wi[h_fine_sandAr!etwsoft._________--
7 root layer at IIII
DEFT, fibrous with interbeds of ORGANIC SILT; 6Y.
185 2 POL wet, soft.
----------- f -------------
10 40 ° SP SAND, gray fine; wet, 'loofe.
t.
11
12 Bottom of test pit at depth 101;'
groundwater seepage encountered at depth 6' ,
i 13 3-4 gpm.
I Completed August 29, 1979.
14 I
s
15 '
I
PRO.OSED LID 314
Renton, Washington
`or ones Associates, Inc.
COnverseWafdDavlsDixon A_28
LOG OF TEST P!T NO. 8A
Location: Elevation:
Surface Conditions+
u
E CESCRIPTION REMARKS
c o 0
'C N
35' Asphalt, 6" crushed rock.
1 12.0 1 (9?i 15") concrete --- - -- (old highway).
--
__ __E14�_.15a^Q1_¢lack, fine, with some gravel .
i 2- 3'.B 2 FILL (Coal chips) dense, very moist.
3
4
_
5 _____________________________-
i
6
Bottom of test pit at depth 5'.
Groundwater seepage encountered at 4-10".
Completed August 29, 1979. 4
9 '`
11
12
Jr 131
14�
15
PROPOSED LID 314
Renton, Washington 79-5170
for Jones Associates, Inc.
Flo.na x°
ConverseWardDavisDlxon A-29
i
LOG OF TEST PIT NO. 9
Location' Elevation
Surface Conditions
E DESCRIPTION REMARKS
p o 0
1 SW FILL (Gravelly Sand), brown-gray, with trace
silt and organics, brar,:hes
(to 2"), occ. lumber, bricks
2 and concrete debris; moist, caving
med. dense, throughout
j fill.
4
5 PEAT, brown fibrous, grading to PEAT/ORi,AGIC
190.7 1 Pt SILT, branches (to 1");
wet, soft.
6-
7-
8- Pt/
UL
g --- ------------------------------------------
143.4 2 UL ORGAI,IC SILT, red-brown, roots and charred
wood to 1" ;wet; soft:":
SP SAND, black, fine with trace 'silt and organics;
11 32.4 3 wet loose. '
i
12
Bottom of test pit at depth 11'.
13 Groundwater seepage encountered at depth 4' .
14 Completed August 30, 1979.
s
15
a
s '
s
L1D 314
aashington _-
. . - :_< Associates,lnc-
COnverseWard Davis Dixon G.m.ennia.1c"I.n.M6 A-30
LOG OF TEST PIT NO. 9A I
Location; Elevation;
,
( Surface Conditions,
Y Y
C� a DESCRIPTION REMARKS
Y E
411" Asphalt, 6" cn.shed rock.
• 1 (10s-16-) concrete. - (old highway)
FILL (Gravelly Sand) with trace silt.
-----------------
iFILL (Coal). -
3
5 -- -- I
6 Bottom of test pit at depth 4' . ,
No Groundwater encountered.
7 Completed August 29, 1979:_t. I
10 rti-�;
it
12
�A
s 13
I 114
15
T
e_
.,onn ro
:.erar.,•'..ashing-cr 79-5170
for Jones Associates, Inc.
_ 0,•..ro w•
COnverseWardDaviSDixon ap,.<n•mac••.•+••» A-31
LOG OF TEST PIT NO, 10 I
Location Elevation
Surface Conditions:
t
I
DESCRIPTION REMARKS
N
I l
1
`?LL (Gravelly Sand), brown-gray, trace silt I
2 5o and organics; moist, med. dense. +
I
3 II
4
5
1 -- -- --- ---------------------
6 1"' ibrown, very fibrous mat.
Pt _____ ___________________
] 137. 2 grades non-fibrous, brown with
trace wood chips (to 4").
8 I----------- _
. 1y
fibrous layer; ( '
9 - ---- -*-- -
141. i n ,, r-.� •; .
I D� grades to DRGAN4 S7LTp.gray tnd brown;wet,firm.
11� C p
-- ----------` - -'---------------------------
11 SP SAND, black, fine with trace silt; wet, loose.
25.8 e
a 13 Bottom of test pit at depth 111i'.
Sroundwater seepage encountered at depth M-z' . I
14 3-4 9pm•
rc,pleted August 29. 1979-
i
1 �
� I
a
I
;;ashington 79-5170
ones Associates, Inc.
[/��' Converse Ward Davis Dixon A-32
LOG OF TEST PIT NO. 10A
Location: Elevation
Surface Conditions
4 'E DESCRIPTION REMARKS W a° E
c 0 o N
5_' Asphalt, 5§_'-gravelly sand;_ dense, sl. moist. _
1 (1Cs=-161 concrete, (16-19y') sand, brown, fine.
-------------------------
i
2 FILL (Coal); med. dense, moist.
3
4 - -------------------------------------—---
542. 1 Pt! L PEAT with oroanic silt.
6 Bottom of test pit at depth 4+ '.
' Groundwater seepage encountered at 4'3".
t Co-"pldted August
9 -
10
I 11
12 1
r 113
14
15
a
y
t
PROPOSED LID 314
Renton, Washington
for Jones Associates, Inc.
ConverseWa rd Davis Dixon A-33
LOG OF TEST PIT NO. 1 1A I
Location: Elevation
C
Surface Conditions:
Y _
e a B
Q c .o o DESCRIPTION REMARKS
N
5.7 1 V Asphalt, 5V sand and gravel, brown.
16")_concre_e,_ (16.18)*.') sand_-brown
2- (1S�_23 _') coal and gravel: (2?y-26 _) sand and gravel .
FILL (Coal), black.
3 _
4
5 Bottom of test pit at depth 3'.
Wo groundwater encountered.
Completed August 30, 1979.
E
s I
9
10
11
12
s 13
14
fr
0
o I
t
-- .OrKtNC.
Renton, „ash�ington '9-5ll0
for ones Associates, Inc.
COnverseWardDaviSDixon
A-34
LOG OF TEST PIT NO. 12
Location! Elevation:
Surface Conditions
u u
DESCRIPTION REMARKS
L) c o °
1 FILL (Silty Sand), It. brown, fine with some
Sr, fine to coarse gravel , occ. fine
roots and goncrete debris; cl_--
2 moist, mad. dense.
grades to mottled gray-brown;
3 moist. .,, . considerable
caving, 2-7' .
4
5 ---------------------------
grades gray; wet, loose.
6
7 -- ---------------------=7�----------------
93.8 1 PEAT, mottled brown-gray, interlayered
8 Pt peat and ORUUC,SIC4;wgy fi
36.8 2 - -- - -------
9 �increastn� fiber -ontent, roots
to ak branches (to 1").
]1- 4
12
13 -- ---------—-------------------------- ------
3 '1L SILT, gray and brown, little organics;
1 wet, firm. j
S _
Y
PROPOSED LID 314 P'*°VN
Renton, Washington 79-5170
for Jones Assuciates, Inc.
Co nverseWa rd Davis Dixon A-35
LOG OF TEST PIT NO. 12A I
Location; Elevation
Surface Conditions%
d
aL ' E DESCRIPTION REMARKS
1
6.8 1 5" Asphalt, 4,' gravelly sand, brown, fine to coar, e.
--- -------------------- ------------------------
(9k-15")concrete, (15-IN')sand, clean fire to med
__D7§c�Z'):EIL1 .:coal 5nd giSSel----------------
37.1 2 FILL (Coal)
3-
4-
5- Bottom of test pit at depth 3� ' .
Wo groundwater encountered.
6 Completed August 30, 1979.
8 Q rY IO >+ G
li
IZ
r 113
14
a
15
Y
s
t'o
E
a
c
PROPOSED LID 314 peon Mo
Renton, ',lashington 79-5170
for Jones Associates, Inc.
ConverseWardDavmDlxon A-36
LOG OF TEST PIT NO. 13
Elevolion
Locclion°
Suricce Conditions'
REMARKS
¢ ° DESCRIPTION
0� �o E
FILL (5ilty Sand), tt. brown, v.fine to fine,
1 with little fine tc coarse
SNP gravel, organics to 6" depth;
moist, med.dense.
-------------------------- -
3 grades gray; wet, loose.
caving. 3-5'9".
4
5 ---- ---
PEAT, dk. brown, fine and fibrous mixed, roots@.(
7 Pt (to ki; wet�goft
aGA•NTL`51iIL
with lenses-pf 9
mottledvgfajand brown with
crgd�iss� ('to :"); wet
So-
<� Irm.
9 � + �v�,
----------
gan Its
11 _ 3 SK SILiY ,black I wets r• tense- at l0s 12 Bottom of test pit at depth 11' .
S 113 Groundwater seepage encountered at depth l0y' •
Completed August 31, 1979,
I114
115
o I ProNt1 ND
PROPOSED L10 214 79-61170
Renton, Washington
for Jones Associates, Inc. °,,,,.• ,
A-37
ConverseWardDavlsDixon �w••� °•^•° ^'•
LOG OF TEST PIT NO. 13A
Location
� I Elevation
Surface Conditions:
i� '
ae E R
DESCRIPTION
c REMARKS
I O � o
1 - 1�" Asphalt, c" ATB.
1 27 0 L (5�5'10") Sand, brows, fine with some `ine gravel;danse, mist.
(10-15;2")concrete. (15y-20�")Sand, Drown-gray with some fine gravel.r - --------------
� 2 Gravel.
iI 36.2 3 FILL (Crushed Coal).
I 3 � I ,
14
5
BOttcm of test pit at depth 3'9".
Groundwater seepage encountered at 3'91,.
1 6 Completed August 30, 1979.
7
i
8
I •>
9
1 112 I
a 13
14
c 1
15
1-1
g I
t
i
for Jones AssoEiates, Inc. `
C'•':ec
ConverseWard Davis Dixon Gf ,,.,niC. CONYI,.n„ A-38
LOG OF TEST PIT NO. 14
Location, Elevation:
Surface Conditions=
� 4
n E DESCRIPTION REMARKS
() C S N
FILL (Silty Sand), It. brown, fine to med. with
1 Si ) some gravel (to 3"dia.);
moist, coed. dense.
2
4 gray; very moist, red. dense.
5
--- --------------------.. -------------------
Pt PEAT, brown, fibrous with roots and branches
20 0 7 (to k"), interbedded with gray-
7 brown ORGANIC SILT; wet, soft.
-----------------------------------------
8 5"9 3 I+L SILT, gray with some lenses of sand (t ,y Eck ,
occ. v'-fine orgagi.4;F- 26ft.
10 -- ------------- - ck;`?in
--- R °------------------
3E.E 4 SP grades tofu, uIge clean; i
11 �J _lred. dense.
y
_ 12 Bottom of test pit at depth 11'.
Groundwater seepage encountered at depth 5' .
14 -ompleted August 31, 1979.
�
15
t
s
vrp.c Me.
Fectpn, .siir5tc^ 79-5170
for Janes Associates, Inc.
COnverseWardDavISDixon G.o1.111-" A_39
LOG OF TEST PIT NO. 14A
Location: Elevation
Surface Conditions:
v
py4 a $ DESCRIPTION REMARKS
O c o E
---------------------------- -
Gravelly Sand, browr4 (&j-10")Asphalt.
(10-15")concrete.(15-18")Sand, dk browr,fine with s me fine gravel.
--- -------------------------------------------
2 20.5 2 FILL (Sandy Silt), brownwith some gravel.
3
4 —5-
Bottom of test pit at depth 4' .
6 No groundwater ercountered.
Cwapleted August 30, 1979._. l
_0
11�
12-
I
a 13
i 14
s l5 I
PROPOSE- '.M 334
Renton, Washington 79-5170
for genes Fssonates Inc.
ConverseWardDavisDixon °M A-40
LOG OF TEST PIT NO. 15
Lo�;otion:
( EIevotion;
surface Conditions:
o E DESCRIPTION REMARKS
N
1 FI1L (Silty Sand), lt. brown,, fine with some �
St; fine to coarse gravel (to 2Yy ; root layer, 0-6".
Z sl. moist, loose.
3
4
SP (Sand), gray, fine to med. with some fine
5 - --- ------------------to coarse gravel; wet, loose. �av'•19. 4-5'.
------------
Dt PEAT• gray and brown, fibrous (to
D6.c 1 -------
6 __ _____________ wet soft.
67.7 2 �I----- I
pL grades. to DRGANIL SIL_inottlell grayta d blown,
tr - -, tts--- ---_--- — '* -.,-;t � caving 6-7y'
P4 � -------------
ot grades toP,EAT°,gray`. 'pday ,n, fibrous (to ");
9 ,� «eR, soft.
10 5i.1 3 ML SILT,gray, little --------------------
----------- bra_nches;wet, fir
11 IE-1 : SP SAND, black, v.fine to ,ine,occ. branches (to 1'.);
h oose. cavin 104-II'
12
l 13 8ettom of test pit at depth 11' .
I Sroundwater seepage encountered at 51 .
14 Completed August 31. 1979.
� 15
3 I Ii
i
PROPOSED LID 314
Renton, Washington
_ for Jones Associates, Inc. j9-5179
COnverseWard Davis Dixon �.,.���;,,,� , FI.--9
A-41
LOG OF TEST
Location:
( Surface Conditions c lei: i'cv
v
o° •o DESCRIPTION
k.MARKS
_ l�s_' Asphalt, 6_'concrete patch
1 4.9 1 _-(11-17")Sand and Oravel,brown,f.------ , f. gravel ;-
_ )_concrete.___
12.0 2 ________ dense° moist:__
2 _ __(_17.24')_SanQ,_black, fine.
15.0 3 FILL (Silty Sand), brown-gray mottled, with trace
fine gravel; dense, moist.
4 --- --- - --- -to --
243. 4 PEA?, brown, °ib rous wet. -----"'
5 ----
6 Bottom of test pit at depth 4-y.
7 ( No groundwater encountered.
Completed August 30, 1979.
8 �
i
10
11
I I2
r 113
14
i
s 15
i;
a
a
F
a
a
u
ner"cn, ' ashj, tcngoeeatio
for Jones Associates, Inc. 79-5170
ConverseWa rd Davis Dixon
A-42
LOG OF TEST PIT NO. 16
Location, Elevation
Surface Conditions,
I i„Zi.1:1
a DESCR,PTION REMARKS
N
1 FILL (Silty Sand), brown with trace fine to
Sh1 coarse,gravel_(to 4"); moist, cav4'-, , 0
med. dense.
3 �I
----------------------------
4 grades gray.
5 -- ------------------ ------------------ - original ground
34.4 1 Pt PEAT, dk. brown, fine lith some fibers, roots, surface at 4�',
branches (to 1"); root mat.
6 wet, firm.
-- --------------------------------------- -
8 k ML SILT, gray, inorganic; moist, firm. rn ?t
______________________
3 Sp
SAND, gray v. V ne t fine; wet', m`ed. dense.
4.-..
11 Bottom of test pit at depth 9y'.
Caving conditions encountered below 9:2-' .
12 No groundwater encountered.
Completed September 4, 1979.
13
14
s
15
e I t
6
a
PROPOSED LID 314
Renton, Washington
for Jones Associates, Inc. _
GonverseWardDavisDlxon A-43
1
LOG OF TEST FIT NO. 16A i
Location Elevation
Surface Conditions!
z '
? E DESCRIPTION REMARKS
- - --Z'_@iRhA]S.21y"_R1B.--------------------------
1 (41}-11';')Gravelly Sand.
(1111i-18")Concrete.
illB_ZL" _iaa�,_tlk�Dlpwa•------------ ----------
2 FILL (Silty Sand) brown-gray mottled, fine with
3 trace fine gravel.
-------------------------- l
i 4 --------------grades gray_
i2;7. 1 PL ?EAi, dk. prpwn with some fibers; wet.
5
I
16
bottom of test pit at depth 4'8".
do groundwater encountered.
Complated August 30, 1979. r,
U
it 12
13
114
15
a
i
e
—POSED LID 314
:.enton, 'Washington -.__
-cr Jones Associates, Inc.
G� Converse'A1ardDavlSDlzon Cc...11.1;. A-44
LOG OF TEST PIT NO. 17
Location: Elevation
I '
Surface Conditions
;� ae E DESCRIPTION REMARKS
1 5" FILL (Sand), brc•-•m, fine to med. v.ith little
gravel (to 3$"dia.), fine
2 roots (0-6" depth); moist,
loose.
3
4 ----------------------------
gray; wet, loose. caving conditio s
4-5y'.
-- -------------------------------------------
PEAT, fib-oas roots and branches (to 2")•
Pt wet, soft., 'F
96.6�2 -- ------------- -- ___
9 Grades to ORGANIC SiLJ,< ,iray and brown;
to OL F t -f wet, sort.
30.1 3 SP S_ANn,,Fray, fine to med., trace silt, occ. fine caving, 10'3"-
11 roo s; wet, Dose.
�I 1
Bottom of test pit at depth 10�1' .
13 Groundwater seepage et 10'.
Conpleted August 31, 1979.
.ti
I
I
I
:oc,'6'asnington 79-5170
,cues Associates, Inc.
Dn"y Ne
ConverseWard Davis Dixon G.m.h.IW A-45
LOG OF TEST PIT NO. 17A
Location- Elevation%
5urfcce Conditions:
6 i
E F$F DESCRIPTION REMARKS
lk
c S.
N
1 (4� -12")Gravelly Sand brown,f.-m„med.dense, mists
(12-14") Asphalt, (14_19"};concrete.
2 f19-20't" } Sand; black med. with some gravel (to
27.4 2 (201s"-4') FILL (Silty Sand), brown-gray mottled,
3 fine with trace gravel (to i,'dia.}
dense, moist.
(4" cobble at
4 --
6 Eottom of test pit at depth 4` . .� J
',o groundwater encountered.
7 Completed August 31, 191�5_p
9
10
11
12
� 13
� 14
,
15 �
a `
I
Renton, Fashingtcr, 79-5179
for !ones Associates, Inc.
�-, COnverseWard Davis Dixon nb,.<. A-46
LOG OF TEST PIT N0.1$ I i
l Location: Elevation:
Surface Conditions:
u
u
?� .=ae E gFF DESCRIPTION REMARKS
O c c N
1 S6' SAND, 1t. brown, fine with some fine to
coarse gravel (to 3~ "dia.),
occ. concrete and organics
to 12" depth; slightly
3 moist, loose. II
increasing moisture content.
4 ---------------
5 grades gray;, n "^v wet°, lboser
a .
7 0...5 1 Pt PEAT, fi4e-wi`tlr fibersas roots, bark and
) y C branches (to 314"); wet, soft.
8
�935.EI2 --- --SILT--- ---------------------------------
gray, occ. organics, branches;
10 OL wet, firm.
11 -- ----------------------=-------------------
I9.5 3 SP SAND, gray, fine to med. with little fine orr.vel
12 and irate organics as roots;
wet, loose.
a 13
1
14- Bottom of test pit at depth 11>f'.
i Groundwater seepage at depth 11' .
15 Completed August 31, 1979.
6
i
Y I
i
PROPCSED LID 314
Renton, 'Washington 79-5170
for Jones Associates, Inc.
D.,.ny Ho
ConverseWard Davis Dixon G"WehnicNcun. q-47
LOG OF TEST PIT N0. 18A
Locolion
-levatiorr
surface Conditions
f V = d
E DESCRIPiIOiV REMARKS
G c o R
1!s' Asphalt, 2 ATB, D" Gravelly Sand, brown; med.
6.B 1 4gns ver
(12-17") Asphalt, (17-2D;s") concrete. - -
2 9.4 2 (201;-23") Silty Sand, black,v. f.-f.
(23-27") Gravelly Sand, brown, fine; dense, et
23.8 3 (27-38.) Sandy Silt, brown-gray mottled with trace
j gravel (to 2").
4
5 Bottom of test Pit at depth 3'2".
Groundwater seepage encountered at 2'9".-,
5 Completed August 31, 1979. i
�R R
10
11
12
a 13
14
s 15
I
s i
PROPOSED LID 314
Renton, Washington J9-S170
for Jon-s Associates, Inc.
COnverseWard Davis Dixon °"""°°`----
A-48
LOG OF TEST PIT NO. 19
Location; Elevation
Surface Conditions
= ao
o DESCRIPTION REMARKS
c
1 li
FILL (Sand), brown, fine with some fine to
2 SW coarse gravel (to 4"dia.), li
trace silt and organics as
fine roots; moist, loose to
3 med. dense.
5 I
grades gray. ey;,`;: ---
61.9 1 Pt PEAT, brown, wit(I ffne.i•oot�fibers (to 1/8");
7
2 ^ 2 - - - i-: }--=--------------------------
8 OL ORGANf�,STl.ly-motttlled-gray and brown-very moist,
9 35.8 3 SP- SAND, gray, very fine to fine with trace to !
SM little silt; very moist, loose
10 to med. dense.
11 Bottom of test pit at depth 10' .
1 No groundwater encountered.
12 Completed August 31, 1979.
� 13
14
15 _
a I
I
PROPOSED LID 314 o,cKn
Renton, Washington 79-5170
'cr Jones Associates, Inc.
Converse Ward Davis Dixon A-49
Location: LOG OF TEST P;T NO. 19A
� I
Surface Conditions Elevation:
° e° DESCRIPTION
f
REMARKS
1 6.0 1 --15' -ASFh�,4 '4"_ATQ`-------
(j-13").Gravelly Sand_ brown f._m. .grav- to-2__ --
9.6 2 L�=1 ')_GQn�rPl& - se, moist.
2 15.5 3 - (18-24' ) Sand, black, f.-m. wi*h little_fine ravel
_ -Yin ty Cana, brown, f. --'-""---
._ with trace gravel o'9"
3
4
Bottom of test pit at depth 81 .
o
5 I 9 oundwater encountered.
Completed August 31, 1979.
6
7
.12
s 13
I 14
15
Benton,` ashington
for Jones ASsociat=s, Inc 75-5170
ConverseWard Davis Dixon -1 ---
A-50
ILOG OF TEST PIT NO. 20
Location; Elevation
Surface Conditions:
r U
i a4 n DESCRIPTION REMARKS
p o o
ff _ v
1 FILL k'Silty Sand), brown, fine with some gravel.
SM' and occ. debris; slightly
2 moist, dense.
-----------------------------
3 moist
4 very moist, gray.
5 caving conditions
encountered,
3-5' depth.
6
7 1c9. 1
Pt PEAT, brown with some fibers layers; wet.
g � I
l --- --------- --- ci, n+ n 'y--
2 ML SILT, gray with 6Zc�—e;rgajplccin us ions;
10 vvy moist, fire.
-- -------------------------------------------
1 it 3 SP SAND, Clack, fine with race silt;wet, loose.
12 Bottom of test pit at depth 11' .
l 113 Groundwater seepage at depth 10' '.
Completed September 1, 1979.
14
15
a
- i
PROPOSED LID 314 •+ona wo
Renton, 'Washington 79-5i'c
es 'SSociates'
COnverseWardDavISDixon 6.m.c ola. CawN,.nL A-51
LOG OF TEST PIT NO. 21
Location: Elevation
Surface Conditions
4
c DESCRIPTION =RK
FILL (Silty Sang:), mottled brown and gray,
St fine with some fine to coarse
2 gravel and ocr,. organics
as branches and debris;
moist, dense.
3-
4-
5-
6- '
195.0 1
Pti FEI,i, mottled brown and—
gray with lenses of
53.3 2 OL organic silt (to 3-10" thick),
8 branches (to S"); wet, firm.
3 ML SILT, gray with trace organics; very moist,firm.
10
4 SP SA5;D, black, fine, trace silt; wet loose.
11 Bottom of test pit at depth 10�1' .
12- Groundwater seepage encountered at depth 10' .
Completed September 1, 1979.
a i13
j ( 14
i15
0
Rectos, vashingtun -5170
for Jones Associrtes, Inc.
Converse Ward Davis Dixon q_52
LOG OF TEST PIT NO. 22
Location Elevation=
Surface Conditions;
Qc c ae E $ DESCRIPTION REMARKS
1 FILL (Silty Sand), brown, fine with some
SM fine to coarse gravel;
Z moist, med. dense.
Caving conditions f
3 encountered,
5' depth.
4
5
- --------------------------------
PEAT b-)wn, fibrous; wet.
4 Pt
� u
11 - --------------------------------------------
12 SILT, gray with occ. organics as inclusions;
ML wet, firm.
r 13
1 14
17 SP
iBackhoe excavation to depth 11' .
Refusal of hand probe at 15' in black fine sand.
3 Groundwater seepage encountered at 7k' .
a Completed September 1. 1979.
e
PROPOSED LID 314 PICA"NO.
Renton, Washington 79-SI70
for :ones Associates, Inc.
Converse WardDaviSDIXOr1 G.eiecenlc.lCun.un.ns A-53
LOG OF TEST PIT NO. 23
Location: Elevation
Surface Conditions
d
DESCRIPTION REMARKS
E S
0.0 0
PEAT, brown, fibrous material, fine roots (to
1.1; very moist, soft.
1 c2.9 1 Pt - - -
2
3 -----------------------------
4 wet.
5
6 2 M, SILT, gray, trace organics; wet, soft.
7 3 SP SA:;D, black, fine trace silt;�wet, loose. 1 j
r �
9 Bottom of test pit at depth 8' . II
Groundwater seepage encountered at depth 3' .
10 Completed September 1, 1979.
I
11
12
13
14
' 15
3
f i
PROPOSED LID 314 °......Np
Renton, Washington 79-5170
for Jones Associates, Inc.
ConverseWardDav(sDixon GeoIK"MGIC°n A-54
LOG OF TEST PIT NO. 24
Location
( Elevation
Surface Conditions:
o G a' ' DESCRIPTION REMARKS
- E
1 `ILL (Silty Sand), brown, fine with trace fine
St" gravel, occ. coarse gravel , trace
organics as fine roots; slightly
2 moist, med, dense.
3 --- -----------------------
4 51.2 1 Pt/ PEAT and ORGANIC SILT, mottled gray and brown;
OL moist, firm.
5 (fibrous peat lense at 5�'
fibers <211). h `'
7 --- -—------- :-_ w
8 ML SILT, gray with trace organics;
wet, soft.-
9
10 -- ------------------- ----------------------
_
SP SAND, black, fine, trace silt;wet,med. dense.
11
12
Bottom of test pit at depth 10h' .
Groundwater seepage encountered at 101 .
13 Completed September 1, 1979. I '
14
� 15
a
i
PROPOSED LID 314 o•enn"e
Renton, Washington 79-5170
ci
for Jones Associates, Inc
°"""
ConverseWard Davis Dixon yea "Nc, cen,
A-55
LOG OF TEST PIT NO. 25
Location: Elevation:
Surface Conditions
8 "$ DESCRIPTION REMARKS
c o o
1 i F;__ (Sand), brown, fine with trace silt and
fine to coarse gravel (to 2y"
2 dia.); hoist, very loose.
3-
4-
Bo-'to-1 of test pit at dedth 6' .
$ Sca'ding waTer,At•depth 5$'.
Cor.-,lete� S pterber 4, 1979.
9
i
iG
ll
1>
14
i
15
0
a
a
I
E D LID 314
n, 1:ashington 79-5170
_ for :ones Associates, Inc.
ConverseWa rd Davis Dixon G.a,,,hrt;,.
LOG OF TEST PIT NO. 26
Location; Elevation
Surface Conditions: I I
?� —'„o E € DESCRIPTION REMARKS
I
1 FILL (Gravelly Sand), brown, fine with litt;e
SM silt and occ. cobbles (to G"dia.);
2 occ. organics as fine roots
and concrete debris;
3 moist, loose to med. dense.
organics more abundant below ly'.
4-
5-
6- %nNt
SILT, mottled�jr2y aid';rown with some
8 " P0t) organics as decayed and very
F4=a fine roots.
9
10
- ------------------------- -
11 S° Ski% gray, very fine; wet, loose.
r 13
14 Bottom of test pit at depth 131'.
15 Groundwater seepage encountered at I0y' .
Completed September 4, 1979.
i
i
I
3 �
l
^,SED LID 314 nn.n Ne
t;astington 79-5170
.. "Es :fates, Inc.
Cn"+p Ne
COnverseWard Davis Dixon A-57
LOG nF TEST PIT NO. 28
( Location: Elevction
Surface Conditions,
2 ae E JESCRIPTICN REMAP"S
0, ORGANIC SILT, brown gith gray layers of silt,
trace fine organics; slightly
moist, firs:.
z
3 --- -------------------------------------------
4 2 SILT, gray with trace organics as inclusions
5 ML and occ. branches; wet, stiff.
6
7 r
So SAND, gray, fine with occ. organics;
8 very mcist,°loose:
9 ,
51ttom of test pit at depth 8'.
10 Groundwater •eepage_encoun-ered at depth 411' •
Completed September 4, 18i9.
' 11
1Z
13-
14-1
15
I
i
t
PPiPOSEO L10 314 -•_ �=
Renton, Washington
`cr Jones Associates, Inc.
•w•Q NO
ConverseWard Davis Dixon A-59
LOG OF TEST PIT NO 29
( Location: EIevotion:
Surface Conditions
d d
f a` 2 0 E DESCRIPTION REMARKS
A c o
H
1 I SP SA'ID,black fine, with trace organics; '.ts .c 5,
slightly moist, med. dense.
3 -------------------------------------------
SILT, bro.,n and gray mottled, some layers of
4 ;I 2 01-j orgaincs; moist, stiff.
Pt
5 r
-- ----------------------- r~
6 - �-
i3 SILT, pray with trace organics andrtliin,fiue'
7 ML sand lenses (to :,�,;mast,
stiff.
' 1
9 - - =----------------------
z SAND, black, finerwith trace silt; wet,
10 1:-ese to med. dense. _
j 11
11 Bottom of test pit at depth 10'.
Groundwater encountered at depth 9k' .
t 13 Completed September 4, 1979.
14 i
4
I
- I
a
�E'ton, Washington 79-5170
for Jones Associates,lnc.
Duane ac
ConverseW�rd Davis Dixon a.o.eM;,i A-60
LOG OF TEST PIT NO. 30
( I Location
" levation
Surface Conditions:
f
DESCRIPTION REMARKS
O c -0 o
Sand and Gravel; brown, f.-m. .
1 2" Asphalt
(7-22") Sand and Grave%brown f.-m. w/little silt.
2 --FILL (Coal chips)------_
4 Bottom of test pit at depth 2> ' (30").
5 Ito groundwater encountered.
Completed September 4, 1979. d
6
10
11
I 12
s 13
14
15
PRGROSED LID 314 nonaaa
Renton, Wdshinoton
for Jones Associates Inc 79-517G
fir' COnverseWard Davis Dixon G..tKhni.1 co...lum, A-61 Or61
LOG OF TEST PIT NO. 31
Location: Elegy -,tic
SurfaLe Condilions:
n „ae a DESCRIPTION REMARKS
o— E
0 c o o N
Ski FILL (Gravelly Sand) with little silt, gravel
to 3", brown; moist, very
dense.
30"
FILL (Sand) mottled FILL (Coal), with I
' brown and g.-ay with some silty sand;
little gravel ; moist, dense.
moist, r"
50,
�r `e
Bottom of test pit at depth 50" (4'2").
No groundwater encountered.
Completed September 4, 1979.
F
�:PDSED LID 314 .•GMnN.
:-,,ton, Washington 7o-517D
fcr Jones Associates,lnc.
ConverseWardDawsDlxon A-62
iABLE B-1
Unconfined Compression Test Results
Natural
Depth Water Shear
Bori.ig -Sample in Content Strength
Number Number Soil Description Feet (Percent, (osf)
4 4 brown fibrous peat 6 1/2 255.9 450
4 gray, wet, fine 12 35.4 S00
sandy silt
G brown, fibrous peat 7 j�/� �Z 392
6 5 brown, fibrous p a 7 564,1 612
li 7 gray, we organic • 12 46.6
sil 410
Caj fprnia 6 Bring Ratio Test Results
Remolded Dry Remclded
Boring or Density Water Content CBR
Test Pit Sr.r-le Soil Description (ocf) (Percent) Value
-P-13A 3 Coal (fi11 ) 59.2 28.4 38-
59.2 30.0 13
58.0 32.0 6
59.5 35.8 7
47.8 40.0
TP-17A 2 Mottled brows and 112.8 17.4 66
gray fine sandy 110.7 12.0 23
silt with trace 107.4 19.8 47
gravel (fill) 102.4 21.9 B
*NOte: :,ample not Soaked
C9nrme Ward Dnis Dino n,1nt.
1.
— S17E I�----FINE ---SAND ' I ��—GRyi+VceE
CLA —SILT —�� M — �ASE FINE ►► ! • L'—UIUnAhSE2-'
140 NUMBER 270 200 E --►
3'
-141
I
N f 1 li I I I I j
w gp . l- � I /
W � I �� LI I I I L.._I I � � II �-1-I, � 1i`� I'L _;x _I__.._ ., _ i� _ ;✓,` .� ___ ._— .- L
_� 1 I II-I j�--• �� II I♦+'I ICI �� dial �� � � � Ili �� jl �� .I
Z I I1, 1 i 11
W
1
I
m it i!
h y
Z
tt � I--
10
F
Z 1 I II lll 1 iII
LL I I I �Il�i I I III IIItI i1 Ilil` YYIIII '�'�I, I 51.ny ilil 111 II- �; � �i 111 i , II 'Li,:I li�l i I �L. J
�1
W iD— _. i -,....1 L1_�—.� .4i ��11Ii 1 1 I ilI III I I !'I
lJ I Hill
a.a. I - I �1Ii tII 7i
I. i IIII
ODS 01 OS � DI 01 1.6 5.0 100 SOD
i PARTICLE DI<METER IN MILIAMETFRS
• Test Pit 5, Smnp l2 I --
I GRAINS IZE DISTRIBUTION CHART
o Test Pit 124
, Sample 2 r.a•eI M•.
PROPDSEO !.ID 314
Renton, llashingtoo 79-5170-03
Test Pit 17A+ Sample 2 for Jones Associates Inc.
—t---__ OrMnf M•.
Test P't InA, samPlr a CQnverseWard Davis Dixon Gwbennk•IC•nsulVnb B-1
LOAD IN YI?S a(P V9JARE I]OT
0.1 — 9.3' C.7 0.5 --1'=_ — 7 j _ 5 C_ _ 7=jh8VY
-70 40
5oricg 4, Sa- 5, De
Moisture Content: b
— ---- -- before 412.5Z
z= __ after = 319.2;
— Dry Density 13 pcf
20 _ -- — ----- Description: PEAT I{
30- — _ -- -- — -- ——
u 40�—
f_
^ i
I
a
V • READINGS TER SA%I AT ION WITH WATER
C O N SOLI DATION TESTS
;KOPOSED LID 314
Renton, Washington 75-5170.03
_ for Jones Associates, !n:
ConverseWard Davis Dixon G, ,- B-2
IDAD IM KIPS PER SDVaRE FDOT
40
Boring 5, Sample 8, Depth 17y a
6- Moisture Content:
before -
6 after - 79.0%
Dry Density 46 pcf
Description ORGANIC SILT *;PEAT
W 10
o
T _
VW
• READINGS AFTER SATURATION WITH WATER
CON SOLI UATION T E S T S
PROPOSED LID 314 'O's.1 Wo
Renton, 'Washington 79-5170-03
for Jones Associates, Inc.
T...np wp
ConverseWardDavisDixon c.....h,.41conW.1.M% — B�
LOAD IN KIPS PER SOUARE FOOT
i00 1 07 OJ OS i0 ] 7 A _5 10 20 70—AO
i
4 � -- -
?,)ring 7, Samale 5, Depth 6-10' _l
12 —i= loisture Content:
—t before = 349.2% --'
after = 266.1%
Ury Density = 16 pcf
DescrrIption: PEAT
16�— - _ -- -- —
W 24 k
--
26 _
r 28 � f
32
R 30 _M:i
v -- -- -- —
u O
C 0 READINGS AFTER SAT URATICr: wi.r 'A-ER
u
C O N 5 0 L 1 0 A T 1 0 N T - S T 5
! TROPOSED LID 314
Renton, Washington 79-5170-03
for Jones Associates, Inc.
ConverseWardDavisDixon GecieonnlcelLcn,Wi.N, g-a
D - LOAD IN KIPS PER SOUARE FOOT 30 40
0.1 0.2 0.3 0 5 "1 1 7 4 S 10 70
t/ _� Boring
1, 'S-mn`e 6, Depth 9§'
4 Moisture
= - before = 134.4%
6 after = 107.5%
tea..-------. - Dry Dens ty- 37 pcf
' I 8 T= — Descr nton FF9T w/CLAYEY SILT
C_'_`
12
N 14 --
x 16 -- - 14W - -- --
rC
22
W
W _
O
,j • READINGS AATER SATURATION WITH WATER
C C N S C L I D A T 1 O N T E S T S
i , PROPOSED LID 314
Renton, Washington
for Jones Associates, Inc.
ConverseWard Davis Dixon G.elreAnf:aiCensofUnl. g-5
It
9 °
SECTION 105 S4!.ITARY SEWER LIFT STATION
105-1 GENERAL
The contractor shall furnish and install ore factory-built, automatic
pumping station as manufactured by Smith t Loveless, Lenexa, Kansas, or
equal. The station shall be complete with all needed equipment
factory-installed it a welded steel chamber with welded steel entrance tube
and with ladder to provide access.
The print .. items of equipment shall include three vertical,
close-onupled, rotor-driven, ron-clog s 3e pumps; valves; interr..al
pipi—, central control panel with circuit breakers; motor starters and
automatic pumptnc level controller; lighting; sump pum motor-driven
ventilator; dehuv,difier and all internal wiring.
105-2 .'?E4ATING CONDITIONS
Each pump :call be capable of delivering )°c GPM cf raw, unscreened
sewage against a total dynamic head of 12.6 feet. The maximtrn avowable
speed shall be r RPM. The mirlrum rated horsepower of each pump motor
Shall be 3 Hp.
U1 , -enings arc passages shall he large enough to permit the passage of a
spher: 3" in diz-eter and any trash or strirgy raterial which car pass
through a 4" hc..se collection system. The anticipated operating head ranoe
is from 11.6 feet minimum to 16 feet maximum.
105-3 PLM CHAMBER
The static, :hall be built by the manufacturer in two major sections,
ccrsistinc of t o pimp chamber and the required secti„i (s) of entrance
tuhe, for eas +r shipment and handl;rg. These secticr. ,Ir.11 to jcinec at
y t e job site •eltline. The field joint shall than to eleered and heavily
ccz.ed witr "tf•',apox" epoxy resin, provided ty the marufacti.w.
Tre standard c rc station shell sizes are ,r 9" dia.) IIG'6" oia.) (11'6"
The pump cnar,ter shall ccntair all PLmPS and other equipmert and shall oe a
vertical or circular cross-sect)on with shell of 1/4" or heavier
steel plate, aC "c'iral outside diameter cf 1C feet, E inches. The clear
heights inside "Om floor to ceiliro shall to c `eet, inches, The top
and bottom of ' cylinder shall be ?IP" Vic, structural arade steel
plate.
The pump ,hart flo^r shall to reinforced frer below oath 8" or IC" deep
structural stect ,ears. These tears shall be placed carallel to the suc-
tion lines are erterd heycrd the extarior of the pu^p chamber.
�,e pump charbe^ !hall be reinforced cn the top with structural steel beams
adequate si!e tc support the eicht of the oversurden. Liltirc eyes
.equate to su,�ert the entire rcigiit of the cemplet:e charcer shall b^
,:r;.ided [rid to the structural bears and tr,e tatior head.
A 20" diameter, 8" minimum depth, sump with walls of 1/4" structural-grade
steel shall be provided in the position shown on the drawing.
where the cast iron suction aid discharge lines pass tnrough the sta'4hn
walls, they shall be reinforced with 1/4" thick steel sleeves, welded ih-
side and out to the station wall. The space between the cast iron pipes
and the steel sleeves shall be packed tight with portlard cement grout con-
taining "Embeco" to prevent leakage. A sub-base rade Cf l/4" thick steel
plate or structural shapes shall be welded to the 1`10or of the pump chamber
for each pump. A lifting loop shall be located on the ceiling over each
purp so a pally or hoist can be attached for service work.
,05-4 EtTPANCE TUBE
The ertra^ce tube shall be provided in one or more sections as re-
quired and the diameter shall be as ,town on the drawings. The entrance
tube shall be constructed of ASTM A-36 structural grade steel plate. The
length shall be adequate to place the cover above the surrounding crcuno as
shown on the drawings. The entrance tube shall be adequately stiffened and
the field joints arranged so that the joint may be welded from the outside
cf the tube with ii�l welding ceing performed in a dowr-hand position. The
bottom of the tube 0,411 oe attached to an angle, shop welded to the head
cf the Pw—P static r, `i i, field joirt sna also to weldable in the
dowr-hand posit en, Two ifting loops shalt be provided on each section of
entrance t.:be ru n,r '' er-� and installation.
The entrarLp ; r r rr,er c all be of fiber glass reinforced pla:.ic and
S"�ail have 1 ri.' .- rt ,vt �ticr to redcce heat absorptioc. The cover shall
have a suitilte r..=,,, t ,p around th, edoe and shall be provided with a
weatherproof lock of the pin-tumbler type which can be opened from the in-
side without a Key. The lock shall to self-locking upon Closin:
The fiber olasS cover shall have two rurds which f,:rr a- eztens
drrn,c ld:'der ,.h,r the rner 1< lama" ,ne ., •jr r,
The cCces: igccee stall hale rurus
scaced cc 12" centers. The side rail,.
rectar,ruldr steel tubi g which snali a;Su Serve as air ducts for t.^e sta-
tion vi:^tilatic, system. The ladder r..�is shall he lrstalled bet :�r ire
side ra+1s Sc 'Iat the support of tie =_rate- is net reperdert. ,, - ., ,old
i-. shrar.
'.re laooe , ' -rs the entrance tote small be lirrd up accu, . ,
self-al•e- .jections. ,ecprnne ruttier sleeves shall het Jv c'Cd
seal thv tweer the adjrinind vert sections.
7(i5-5 wEl U1Y
All Stec' structural ^.e7ters shall to cired by electric arc
with welds cf arecua:e sectior for the ,ci-t irvelved, '-here
e Ycl"de cro(,,L hater Cr for Structural reascrs, such welds shall 1 ')n-
,.^us and water'•rht.
M 1
105-6 P2CTECTION ACAIN5T CORROSION
After welding, all inside and outside surfaces of the structure shall
be blasted with steel grit to remove rust, mill scale, weld slag, etc. All
weld spatter and surface roughness not removed by blasting shall be removed
by grinding. lrrediately following cleaning, a single heavy inert coa' irg
Shall be factory-applied to all inside and outside surfaces prior t0
shipmert. This coating shall oe of "'fersapox" epoxy resin, especially for-
mulates by S,rith 6 Loveless for abrasion and corrosion resistance. The dry
coating shall contain a minimum of 85% epoxy resin with the balance being
pigmerts and Lhirotropic agents.
A touch-up kit shall be provided for repair of any mars or scratches
occurring during inst3ilation. This kit shall contain detailed
instructions for use and shall be a material which IS COMPWa le with the
original coatirg. The touch-up coating shall contain a minimum of 85%
epoxy resin.
A minimum of two 17-pound magnesium anodes shall be provided for cathodic
protection. The anodes shall be provided with minimum 6' long insulated
copper leads. Ccbper lugs shall be provided by the narufactirer cn oppo-
site sizes of the station for anode connections.
A heavy syrthetic rubter cat shall be cemented to the station floor in the
corral walkway area to protect the steel floor from abrasion.
105-7 PUwPS
The pumps shall to vertical, nor-clog sewa;e pumps of heavy cast iron
construction especially designed for the use of mechanical seals. In order
to minimize seal wear caused by lineal movement c` the shaft, the shaft
beart �g rearest the :uap iivpeller sha". be lcc,ed in p'_,e so that end play
is li it>r. tr tae cleararce within the bearirc. 7o r'nirize sea: wear re-
-'tirq fret shaft Ceflection in the ^echarncal seal caused by the radial
`.hnu5t rf the comp, the shaft from the top of tre irpeiler to the upper
bearing Suphory:ng tre iodelle, shall have a aini-ur. diameter . 1-7/8" for
-,Jtur tre-.e size_• 21_ through 286. 2-l/s" for rotrr frane sizes 324 and
32F; tnd 3" f;r frame 264 and larder.
'he bear+ry -nearest tle impeller shall be desicntc fcr the corbined thrust
anc n,clal logic. upper bearing shall be free to rove lineally "ith the
t ris n-al ea par t.? r c- the shaft and small carry cr•iv radial loads.
The Shatt Shall of a solid stainless steel shaft thrcb:,h the pump and bot-
tom bearing tc bli6'in.ate corrosion within the pu"'p cr the mechanical seal.
Removable shaft sleeves will net be acceptable unless the solid shaft urder
the sleeve c:ets the Specified minimum diameter.
The pu."P icpel'_rs shall be of the enclosed type made of close-grained cast
iron and stall be balanced. The impeller shall fit on a tapered pump shaft
and be keyed and secured to the pump shaft by a stainless steel cap screw
equipped with a Nylock or other Suitable self-locklrg device. The impeller
stall cot to screwed or �inred to the notor pi.!n shaft and shall to readily
• --,cut tools. To brevert the tuileup of
stringy matcr-als, grit and other foreign particles around the pump shaft,
all iv..pellers less than full diameter shall be trimmed inside the impeller
shroud. The shroud shall remain full diameter se that close minimum clear-
ance from shroud to volute is maintained.
The motor shall be attached to the pump volute by a One-piece cast ',r„-,
adapter and backhead. The pump shall be arranged so that the rotating ele-
ment can easily be removed from the vdlute without disconnecting the seal
system or electrical wiring or disassembling the motor, impeller, backnead
or sea,. Any foreign object may be removed from the pump or Suction elbow
by removing 8 bolts holding the rotating assembly. Volute or suction elbow
clean-outs will not be an acceptable sutstitute.
The pump shaft shall be sealed against leakage by a double mechanical seal
install[d i , a bronze seal housing constructed in two sections with regis-
tered fit. The housing shall be recessed into the pure hackhead arc
securely fastened thereto with stainless Steel cap screws. The inside of
the seal housing shall be tapered t0 facilitate the replacement of the seal
Parts. The seal shall be Of double carbon and ceramic construction with
the rat ins surfaces lapped to a flatness tolerance of one light bard. The
rotating cerarics shall be held in rating position with the stationary
carbons by a stainless steel spring. The seal housing with assembled parts
shall be so constructed as to be readily removable from the shaft as a unit
and shalt he provided with tapped jackscrew openints to assist in removing
it from the backhead.
The seal shall be pressurized and lubricated by water taken directly from
the pump backhead through a filter to the seal housing and introduced be-
tween the upper and lower sealing surfaces. The filter shall ll be of
corrosion-resistant materials and shall screen out all solids larger than
50 microns. The seat system shall contain a brass valve connected near the
top of the seal housinq to permit the relief of any air trapped in the seal
unit. { rar6a11y pirated "rass valve shall also be provided 70 v<,nt 'rp pump vc lute.
The pimp veiu,r hall be Of heavy, cast Iron construction, free frcr
prdle,,Ient Cry;. ^.i on cau 5e cto giF.t Or 'nte rf r
the pw e e with the flow t",rnoch
The rurp Shall be Supported Dy a heavy cast iron base with four lc-. ;provice r �;r,,r rigidity and balance. 'he height Shall be sufficl@nt �p permit the ise rf ar increasing suction elbow which shall be pro - .:hen
the normal rump size is smaller than the suction line. The suct a' a"t
scFarge openiras shall be flatted, faced and drilled 125-pound _ e c n
.,tandaro.
105-5 u0T0R5
The p,^p rotors shall be vertical, scl,e shaft, specially bui:t _.YH
P-base, squirrel-cage induction type, suitable for 3 phase, 60 cycle, L8
volt electric current. They shalt have Class f insulation, suitable •-
terperatures up to 115]o C; _ The rotors shall ,
have normal Startir^ . `<,ue
art! lc-- start lrc current, as' spec it led for 15NA Des ion 8 cnaracte n s•t They s'.all to cper drip-proof eesion with forced air circulation the winding temperature shall be restricted to less than 9Ab C"�
integral fan. Openings for ventilation shall be uniformly spaced around
the motor frame. Leads shall be terminated i" a cast connecton box and
shall be clearly identified.
The motors shall have 1.15 service factor. The service factor shall be
reserved for the owner's protection. The motors shall not be overloaded
beyond their nameplate rating, at the design condition, nor at any head ;i
the cperating range as specified under Operating Conditions.
The motor-pump Shaft shall be centered, in relation to the r.ator base,
within .005". The shaft run-out shall be limited to .003".
The motor shaft shall, equal or exceed the diamter specified under sewage
pumps, at all points from immediately below the top bearing to the top of
the impeller. To reduce overhung loads, the dimension from the centerli—
of the lower bearing to the top of the impeller hub shall not exceed 6". A
bearing cap Shall be provided for the bottom motor bearing. Bearing
housings shall be provided with fittings for lubrication as well as purging
old lubricant.
The motor shall be fitted with h„vy lift'ng eyes, each capable of
sucportina the entire weight of the pump and motor.
105-9 CONTROL
The control equipment shall be mounted within a NEMA type 1,
dead-front enclosure, fabricated of steel and reinforced as require,. The
circuit breaker-motor starter section shall be provided with removab. ,
covers, complete with suitable latching devices. All circuit breakers,
motor-starter reset buttons and pump control switches shall be mounted so
that they are operable without onening the cabinet. The low-voltage, auto-
matic pump control section shall be provided with a inged access door and
latch. It shall not be necessary to open this cabinet for adjustment of
the pump level ccntrollers The blower time.,, humidistat and thermostat
shall be mounted on the face of the control section door. A grounding-type
ccnverience duclex outlet <hall be provided for operation of 115 volt AC
devices.
Thermal magnetic air circuit breakers be provided for branch discon-
nect service and ever-current protects all motor, control and auxilia-
ry circuits. Magnetic across-the-line o,arters with under-voltage release
ai,c overload coils for each phase s1311 be provided for each pump motor to
Give protection against single phasing. Each single-phase auxiliary motor
shall be equipped with an over-current protection device, in addition to
its branch circuit breaker, or shall be impedance protected. All Switches
shall be labeled and a coded wiring diagram shall be provided.
To control the operation of the pumps with variat>>ns of sewage level in
the wet well, an air-bubbler system shall be prov .,,�d, complete with two
air comnressors, flow indicator, bubbler line to the wet well ano i sensi-
tive pre>ure switch for each pump.
The two air compresors shall be of the close-coupled, oil-less type. Each
c,•mpressor shall have a minimum capacity of 0.2 cubic feet of free air per
minite at 10 PSI. It shall incorporate a single-phase, 60 cycle, 115 volt,
drip-proof, brushleSs-type, electric motor. A motor driven timer shall be
Provided to automaticaly alternate the compressors every five minutes.
Wiring and piping of the air compressors shall be so arranged that one
compressor may be removed without removing the other compressor from
service. A switch shall be provided to select either compressor for opera-
tion or for alternation.
The pressure switches shall be of the mercury-tube type, with sensitive
pressure ele,.)ents and independent high and low adjustments for each pump.
The mi.0mum differential shall, be 18" of water.
An automatic alternator with manual "ON-OFF" switch shall be provided to
Change the sequence of oper2tion of the pumps on the completion of each
pumping cycle Provisions shall also be made for the punps to operate in
parallel, should the level in the wet well continue to rise above the
starting level for the low-level pump.
105-IC DEHUMIDIFIER ANO VENTILATING BLOWER
A dehumidifier assembly with hermetically sealed Freon refrigeration
type compressor, expansion coil, fan and condenser coil shall be
furnished. It shall maintain the relative humidity of the air in the pump
chamber low enough to prevent condensation on the walls.
The moisture removing capability f the dehumidifier shall vary with the
temperature and relative humidity within the station. The minimum capacity
rating at 80)otr F. shall be 25 pints per day at 90% humidity.
The dehumidifie. shall be controlled automatically by an adjustable
humidistat and low air temperature cutout with contacts of adequate capaCi-
ty for the dehumidifier motcrc.
A ventilating blower shall draw in a and shall discharge it from the sta-
tion throueh a second vent line forming tt,_ other side rail of the laceer.
The squirrel-cage, high-efficiency type blower shall be controlled uy a
15-minute cycle timer with a range of 0 to 100% as to provide essentially
continuous ventilation without exceeding the capabilities of the
dehumidifier.
When the entrance cover is raised, the lights dnd ventilating blowy. shall
be turned o,i autocratically by a sprino-operated entrance switci mounted
just under the cover. A manual Switch shall he mounted in the side of the
duct just below the spring-operated switch for operation of the lights and
ventilating blower with the cover closed. The steel vent tires shalt nave
suitable Covers to prevent the entrance of rain or snow and screened
openings to prevent the entrance of rodents, birds or other foreic_n ,after.
105-11 LIGHTS
Adeduatc lighting, consistinq of a twin <G watt fluorescent t • ,x.
Lure shall be provided for the convenient and safety of the operator.
i
a,
The lighting shall provide ilumination for all areas in the station. The
lighting shall t_ controlled by the soring-operated entrance switch and a
manual switch located at the top of the personnel entrance tube. The
spring-operated switch shall turn the lights on automatically when the en-
trance lid is raised. The manual switch shall maintain the +ightirg cir-
cuit when the lid is Closed in inclement weather.
105-12 SUMP PUMP
A submersible sump pump with Close-coupled, vertical motor shall be
installed in the sump. It shall have a minimum capacity of 1000 GPH at
design head. The design head this pump will operate against is the static
head from the sump to 3' below grade, plus allowance for pipe friction both
inside and outside the pump chamber. A mechanical seal on the shaft shall
exclude water from the motor housing.
The pump shall be controlled automatically by a built-in float switch, cap-
able ut operation on a 5" differential. It shall discharge into the wet
well thorugh a 1-1/4' galvanized steel pipe, with two check valves and a
bate valve within the sump chamber. An enclosure of 1/4" galvanized steel
mesh shall surround the sump and the sump pump to keep cut debris.
105-13 PIPING
Pump suction lines shall be 8", Class 150, Iair end, cast *non pipe,
outside she pump chamber with bronze-fitted, double-disc gate va'-e inside
the chamber. The discharge line from each pump shall be fitted with a
bronze-fitted check valve and an 8" bronze-fitted, double-disc gate valve.
The check valvr shall be of c spring-loaded lever type so that the
clapper can be lifted to back flash the pump and suction lire, fgur-inch,
straig`t-through check valves and ircreasirc check valves up to 6" x 8"
sha',l hh e stainless steel shafts with double "C" rrncs and grease fittings
at both ends 'where the Shaft passes through the body of the vale.
Straight-through check valves 6" and la,er arc ircreasirg checx valves, 6"
x 10" and lamer, shall have stainless steel shaft with non-iutricated
packing glands. The cortmon discharge pipe and the discharge outlet shall
be 8", Class TCC, plain end, cast iron pipe.
1 ire air bubbler line furnished by the station manufacturer in tr.e station
shall be 1/2' rominal tt' ing, termiratirg in a fitting ir the entrance tube
to accept the 3/4" pipi,-_ extending to the wet well. An dr.6e bracket
shall be weld" to the outside (,if the chamber, just over the butbler line
cenn,:tion, to receive a 3" x 3" x 1/4" anqle brace to protect the bubbler
line. A return loop in the bubbler line shall be provided to protect the
station from flooding and a valve sr�ll be provided to bleed off condensate
accumulation in the air b,.bbler system. All steel pipe in contact with the
soil or with the sewage shall be field-coated with on,. coat of 'Versapox"
epoxy resin after installation
105-14 w,I LING
Tre p,, s[cticn shall be cerpletely wired at the factory, except for
the power feeder lines. All wiring in the pump station steal' T.et the
requirements of the National Electrical Code and coded as indicatd Cr, the
;ring ^iaeram. All wiriry outside the panel shall be in cond+iit, except
for 115-voit accesso•y items which are provided with connecting irs.lated
service cord by the manufacturer. The manufacturer shall provide conduit
from the control panel across the ceiling, and up the entrance tube to re-
Ceive the feeder lines. The Conduit shall terminate in a threaded conduit
connection through the wall of the entrance tube above grn,r-•d level.
Accessory items such as the Sump pump, dehumidifier and air Compressor
shall be plugged into polarized, grounded convenience outlets, lccated
close to their installed position so that Such items can be readily removed
and serviced if necessary,
105-15 FACTORY TESTS
The corpleted pump staticn shall be given an operational test of all
equipment at the factory to check for excessive vibration, for leaks in all
piping or Seals and for correct operation cf the automatic control system
and all auxiliary equipment. The pump suction and discharge lines shall be
coupled to a reservoir and the pc;s shall recirculate water for at least
One hour under simulated service corditicrs. Tne autc^atic control steal?
be adjusted to start and Stop the p�res at approximately the levels re-
quired by the job 'onditions.
105-16 SPARE PARTS
A completc replt- ment pump shaft seal assembly shall be furnished
with each lift station. The spare seat shall b sec,rely fastened to the
cunt-ol panel and shall include complete insta-la' ion instructions. A
spare volute gasket shall be provided. A spare fitter cone for the seal
fitter shall also to provided, ir, the same container as the pump shaft
seal.
i0s-l7 l'.STALLATI01; AND UPEPA-F'.r ISSTRuCTi C,:S
1' stallation df the pump chamber, entrance tube are related
-.:purLEndrees shall be dine in dCCOrdarce -ith writtFr instructl/.'�;
e;' 9y the r.:anu°act,,rer. These irs•-u•t'ors shall tr deli.ered
staticn.
convenient taintenance and Operatinc irstruction Chart and 0ai7 . F_
"ante and Insnecticn Record Chart, -i7^ a,c1e rcdm for rccordinr
inspections of the pump station sha'1 t. <_ecurr'y mr.unted or the '
wall of the main Dumb chamber,
Ir addition to the Maintenance and peratine Chart, the TanufacturFr Sf .ll
futher provide &'Complete and detaileC Coeration and Yairtenarce
This manna: shalt cover, in addition to general operating prr:cdure;, t^ie
operation, maintenance and servicing prccedures of the major inciviCual
cerponents provided with the pump staticn. This aarual shall to r icr -r
with the p4710 station.
'The manufacturer shall further provide tr•e services of a factory-trained
representative for a maximum period of one day to perform initial start-up
of the pump station and to instrdct the owner's operating personnel in the
operation and maintenance of the equipment provided by them.
105-IS EPPEPIE%CE AND 6ORKI+ANSP.IP
The burp station shall be the product of a manufacturer with a minimum
of five years of experience in the design and tuilaing of such automatic,
factory-built, undergrourd pump stations and all workmanship and materials
throughout shal �e of the highest quality.
105-19 MANLIFACTUREO EODIPkENT
In these specifications and on accompanying drawings there are
specified and shown certain equipment and materials nest suitable for the
service anticipated. This is not done, however, to eliminate ethers
equally as good and efficient. The contractor shall prepare his bid on the
basis of the particular equipment and materials specified for the purposes
of detprmin:ng the low bid. Any sotstitutior of a, es other than those
named in the specifications will be considered for ore rea°cr only: that
the equipment proposed for substitution is superior or equal in
c Onstructiorn arm(cr efficiency to that '.dmed it the specifications, anc
that high quality has been demonstrated uy at least five years of service
it similar installations.
if prior to tfe execution of the contract, the engineer's approval is
obtained for alternate equipment, the contractor shall, at his Own expense,
make any changes in the structures, buildi.ig, piping or electrical neces-
sary to accommodate the equipment, and if engir-erinq is required due to
substitutior Of other material, the ccntractcr stall pay the engonevr for
the engineer?rg ser,ice. -
it wilt be diP.. ti',dt the cost to the ccrtrecter of tr,e eq-;ipGcnt
p rracsed to Ge s�.ist,utec is 1^ss !.i+ar tin eouip^e nt raced it Ve
Sp€Uf icatict? f tre 1.ab5titatioc is ayprovr_u, the ccntraot.:`'s C'.d
price c"all he reoucee by an arow,t equal to the net savings.
Sutst itution cf eduiomerit other than that specified arc shows will rct be
con0 dered after the execution of 1:4 cofiract.
The manufacturer of the lift station snail guarartee for one year from.
date of shipment that the structure and all r^_uip-ent will be free fror
defects-in`design, material arm workmanship.
k'arracties and g arartees by the suppliers of various components :n lieu of
a single source resorsibility by the ,,ariufact.rer will not be accepted.
The manufacturer shall be solely responsible for the guarantee of the sta-
tion and All cc"pererts.
:n the event a ccmporent fails to perfc, " as specifiec pr ii prover, defec-
tive in sect:Ce durirr the guarantee period, the manufacture- wall
Provide a replacement part without cost to the owner. He shill further
provide, w.tneut cost, such labor as may be reguireu to replace, repair or
modify major components such as the station structure, pumps, pump motors,
sewage piping manifold, etc.
The replacement or repdir (including cost of parts and labor) of those
items normally consumed in service, such as pump seals, fluorescent tubes,
oil, grease, etc., shall be considered as part of routine maintenance and
Station upkeep.
1 0 -- 0 Ll
C
Y R
• 1
1
1
' . separate payment will be made for new traps installed in new or existing catch
oastns. Separate payment for connection piping will be made in accordance with
' Section 69-5 0! the Standard Specifications.
SECTION 69- MISCELLANEOUS PIPE CONNECTIONS
69-3 CONSTRUCTION DETAILS
This section shall be amended to include:
69-5 PAYMENT
The last sentence shall be amended to read:
The above unit contract prices shall be full compensation for the pipe in place
inrjuding all labor. equipment and material, nicavation, backfill and compaction,
furnishing and installing the trap, enlarging catch basin outlet hole as required for
the new connection, plugging the abandoned outlet pipe, removutg or plugging
abandoned trap and when pipe is constructed to the curb, removal and replacement
)f the concrete at the outlet including reinforcing steel. M,tt 5 M.0 s �G
Rag,'^I Kier 5toeI , I,A,-%4r ;a/
ROCK WALL (New Section) SpV1 C. at, Geao to Fw (/s cell PosS
t{ , s e�sl( y _
:iescription
J,./I Sit QncT ��Q�K I� iVfI TAII �
This item shall consist of the construction of any rock wall structure used for
erosion control of any embankment or slope. It shall be constructed at such
locations as shown on the plans and in accordance with these provision.
Material
Rock walls shall be formed of large pieces of quarried Desalt, andesite or other
igneous rock. Individual pieces of rock shall be sound and resistant to weathering.
When broken into pieces weighing 50 to 150 grams and tested for soundness with
sodium sulphate in accordance with AASHTO T104, the loss through a one-inch
sieve after 6 evcles shall not exceed 35% by weight.
57
SECTION 13 - STREET AND DRAINAGE EXCAVATION
13-1 DESCRIPTION
Unclassified excavation, unsuitable excavation, surcharge removal,
solid rock excavation and culvert excavation shall be in accordance with
Section 13 of the Standard Specifications, except as modified herein.
13-3 CONSTRUCTION DETAILS
Unclassified excavation shall include all materials excavated from
within the limits of work including excavation for rock retaining walls
and open drainage ditches. Suitable excavated material shall be used for
roadway embankments, while surplus excavated material, if any, shall be
disposed of by the Contractor.
All vegetation, such as trees, roots, brush, heavy sods, heavy growth of
grass, and all decayed vegetable matter, rubbish, and other unsatis-
factory material within the area upon which fill or embankment material
is to be placed shall be stripped (12-inch maximum depth) or otherwise
removed and disposed of in waste areas approved by the Engineer (see item
4-1.06, Waste Sites) before the fill is started.
No waste site has been provided for disposal of material and debris. The
Contractor shall make his own arrangements, and at his own expense, for
disposal of waste materials and shall protect the City from any and all
damages arising therefrom.
The Contractor shall perform excavation If every type of material, in-
cluding road culverts, encountered within the limits of the project, to
the lines, grades, and elevations indicated and as specified herein.
Grading shall be in conformity with the typical section, shown. Local
excavated material shall be transported to and placed in fill or embank-
ment areas within the limits of work, only upon approval by the Engineer.
Removal of concrete, asphalt concrete, asphalt and cement concrete
driveway, sidewalk and driveway excavations, cement concrete curb and
gutter, cement sidewalk, concrete retaining walls, excavation for re-
taining and removal of existing drainage shall be considered as part of
the roadway excavation and will be included in the unit bid price for
unclassified excavations.
All areas shall be excavated, filled and/or backfilled as necessary to
approach the grades shown on the drawings. In filled and backfilled
areas, fine gradinq shall begin during the placement and coca-ction of
the final layer. In cut sections, fine grading !..hall begin within the
final 6 inches of cut. Final grading shall produce a surface which is
smooth and even, without abrupt changes in grade.
The roadway subgrade shall be free from rocks or cemented lumps larger
than two and one-half inches (1h") in greatest dimension, in the top six
inches (6") which ,hall be compacted to a relative density of not less
than ninety-five percent (95%) as determined by Test Method AASHO T-180
"C'
Excavation for gutters shall be accomplished by cutting accurately to
the cross sections, grades, and elevations shown, Care shall be taken
nc.t to excavate gutters below the specified grades. The Contractor shall
maintain all excavations free from detrimental Quantities of leaves,
brush, sticks, trash, and other debris until final acceptance of the
work.
Any over-excavatior, not specifically authorized by the Engineer shall be
replaced with bank run gravel, Class "B", compacted as specified above,
by the Contractor at no expense to the City.
Embankment shall be performed in accordance with, Section 13 of the Stan-
dard Specifications. Compaction of embankment shall be by Method B,
described in Section 13-3.10E3 of the Standard Specifications.
Section 13-3.1OE5, Compaction Control Tests, is revised to include the
following paragraph:
Determination of the density of earth embankments can be done by the
nuclear method as outlined in the ASTM designation number D1911-71,
or by any other method specified by the Engineer.
Unsuitable material encountered below the busgrade or stripping line
shown on the plans shall be removed and disposed of in accordance with
section 13-3.02 of the Standard Specifications, as directed by the Engi-
neer. This material, so removed, shall be replaced with bank run gravel,
Class B, compacted to a relative density of not less than ninety percent
(90%), as determined by Test Method AASHO T-180 "C".
Stripping, disposal of unsuitable material, temporary drainage work, and
embankment compaction shall be considered incidental to and part of the
bid prices for Unclassified Excavation.
Excavatior of ditches shall be accomplished by the Contractor by cutting
accurately to the cross section and grades as shown on the drawings.
Placement and removal of surcharge materials shall be accomplished,
measured and paid for as described in Section 19.
Culvert Excavation at Sys 27th Street and Springbrook Creek as shown on
--a.the plans shall be accmol\shed by the contractor at the direction of the
Engineer to remove all desirable materials below the proposed cul-
verts. Tnis excavation will include the excavation of bottom materials
within Springbrook Creek. The contractor shall familiarize himself with
avaialble soils information in order to assess the extent and difficulty
of this operation. Springbrook Creek shall be diverted during the
excavation operation by the Contractor. It is the responsibility of the
Contractor to choose the method and carry out the diversion. The
diversion scheme must be in compliance with, and be approved by all
applicable governmental ag_rcies as well the
13-310A1 UNSUITABLE EXCAVATION _
Unsuitable excavation shall include all materials excavated below
the neat lines or stripping lines of the roadway cross sections. The
unsuitable material shall be excavated as directed by the Engineer. This
material, so removed, shall be replaced with Bankrun Gravel Class "B,
compacted to a relative density of not less than ninety percent (90%). as
determined by Test Method AASNO T-180 "CO.
13-4 MEASUREMENT
Unclassified excavation shall be measured by the cubit yard as
calculated frm neat lines. Unsuitable excavation and solid rock exca-
vation shall be field measured by the cubic yard.
Culvert Excavation at S.W. 27th Street/Springbrook Creek shall be
measured by the cubic yard as determined from cross sections taken before
and after excavation. The amount shown in the proposal is an estimate
for the purpose of establishing a bid price. Any excavation performed
for the diversion of Springbrook Creek shall not be included in this
item.
13-5 PAYMENT
Pafc=_nt for Unclassified Excavation shall be at the unit price bid,
per cubic yard, as set forth in the Proposal, which shall be full
compensation for furnishing all labor. materials, equipment, tools,
supplies, and all incid mtals necessary to complete the stripping, open
ditch excavation, grading, hauling and placement of embankment material,
compaction, and disposal of surplus, if any. Removal of all bituminous
and asphalt pavement withing the right-of-Nay shall be considered as
unclassified excavation.
Payment quantities fnr uncl3ss,%lac -;vie been determined frm
neat line plotted cross se: ^s .. aviation. These cress
sections are available for
Payment for Unsuitable Excavation a- aviation shall be ti-
the unit price per cubic yard as set forth in the Proposal which shall be
full compensation for furnishing all labor and materials, equipment,
tools, suopiics and all incidentals necessary to complete the
excavation, haul and disposal of Unsuitable material and Solid Rock, if
any
The Unsuit>bie Excavation and Solid Rock Excavation quantity as s-own in
the proposal is for the purpose of establishing a unit price only. Exact
quantities will be determined in the field as work progresses,
Culvert Excavation at S.W. 27th Street/Springbrook Creek shall be paid
for by the cubic yard at the unit price bid. Any excavation necessary to
divert Springbrook Creek shall be considered incidental to other cav
items aid no oayeent shall be rate under this bid item for this
ooeratio�.
SECTION 16 - WATER
16-1 DESCRIPTION
Water shall be icquired and placed in strict compliance with Sec-
tion 16 of the Standard Specifications, except as modified herein.
16-5 PAYMENT
There shall be no payment for water. All costs of furnishing,
transporting and placing water shall be considered incidental to other
bid pay items.
_M
SECTION 18 - ROCK RETAINING WALL
18-1 DESCRIPTION
Rock retaining walls shall be constructed as shown on the Plans or
as direct by the Engineer.
18-2 MATERIALS
The rock retaining wall shall be constructed of two-man rocks (300
to 600 pounds), three-man rocks (800 to 11200 pounds), and four-man rocks
(1500 to 2200 pounds). The rocks shall range uniformly in size for each
classification specified. The four-man rocks shall only be used for the
first course of rock in all rock retaining walls over 6 feet in height.
The rock material shall be as nearly rectangular as possible so as to
afford the minimum amount of void space between the blocks. No stone
shall be used which is less than 12 inches thick or which does not extend
through the wall. The rock materials shall be hard, sound, durable and
free from weathered portions, seams, cracks or other defects. The source
of supply and representative samples of the material shall be approved by
the Engineer before delivery to the site. The rock unloading at the site
will be in such a manner as to segregate the rock by size ranges indi-
cated in the Preceding paragraph.
18-3 .ONSTRUCTION DETAILS
The retaining wall snail be started by excavating a trench, not less
than 6 inches or more than 1 foot indepth below the subgrade in excava-
tion sections or not less than 6 inches or more than 1 foot in depth
below the existing g-ound level in embankment sections. Extreme care
shall be excused by the contractor in all operations so that there is
ro dieturtance to private property. Areas on which the rockery is to to
placed small be tri-red and dressed to corform,, to the elevation or slope
indicated. The rock retaining wall construc-ion will start as soon as
possible upon the snoping of the cut or fill section. Excessive delay in
starting this work will be the Contractor's responsibility to correct
any problems o• repair any da*age caused by this delay at no additional
cost to the City.
?ock selection and placement shall be such that there will be no open
voids in the exposed face of the wall over 6 inches across in any
directi an. The rocks shall be placed and keyed together with a mine^.ui�
of voids. Particular attention shall be given to the placing and keying
together of the final course of all rockeries. The final course will
have a continuous appearance and place to minimize erosion of the back-
fill material. The larger rocks shall be placed at the base of the
rockery so that the wall will be stable and have a stable appea,an:e.
The racks shall be carefully placed by mechanical equipsent and in a
manner such that the 'ongitudinal axis of the rock shall be at right
angles or perpendicular to the rockery face. The rocks shalt have all
inclining faces sloping to the back of the rookery. Each row of r, s
wit . �- seated as tightly and evenly as possible on the rock below 'n
such a Tanner that there will be no movement between the two.
Ballast backfill shall meet the requirements of Section 23 of Vie
Standard Specifications for ballast. The purpose of the ballast is to
act not only as void filler but also as a filter blanket or backfill
material. Ballast will be placed 8 to 12 inches in thickness between the
entire wall and the embankment as well as being compacted into all void
spaces. The ballast materials will be placed in lifts to an elevations
approximately 5 inches below the course of the placed rock. The ballast
lifts will be placed after each course of rocks. Any ballast material on
the bearing surface of the rock course will be removed before the next
course of rock is set in place.
18-5 MEASUREMENT AND PAYMENT
The rock retaining walls wiJ be measured by the square yard in
place, including the ballast back°ill. Measurement will be to the
nearest 0.1 square yard on the basis of field measurements on 25-foot
intervals after construction.
The area of the wall will be computed from the top elevation which will
be field determined upon completion of rock placement on 25-foot
intervals. The bottom elevation wi11 be measured to 9 inches below the
finished grade at the base of the wall in a cu': section and o inches
below the natural ground 1'.ne in a fill section.
Excavation of.�Jhe rock retaining wall will be included in the unclassi-
fied excavatiod. No further compensation will be made for excavation.
Excavation beyond the limit shown on the drawing ;hall not t: raid for.
The unit contract price per square yard shall be full compensation for
all labor, tools, equipment and materials, including ballast backfill,
required to perform V e work as specified herein, as shown on the plans
or as directed by the Engineer.
SECTION 19 - SURCHARGE AND S 1LEMD T PLATFORMS
19-1 GENERAL
Surcharge materials (preload) shall be placed on the roadway
alignment as shown on the neat line plotted cross sections included in
the plans. Prior to the placement of any fill materials or surcharge
materials, the Contractor shall install settlement platforms in the
locations indicated on the plans. The locations shown are approximate;
the Engineer will determine the final locations at the time of
construction in the field. At the conclusion of the surcharge period as
determined by the Engineer, the Contractor shall remove the surcharge
materials and the settlemert platform pipes.
19-2 SURCHARGE MATERIALS
Surcharge material shall be Bank Run Gravel Class "B" or excavated
material as directed and approved by the engineer. The material shall be
placed in accordance with Section 13 of the Standard Specifications.
19-3 SETTLEMENT PLATFORMS
Settlement platforms shall be constructed and installed as detailed
in the plans. The Contractor shall protect in place all of the settle-
ment platforms during the settlement period. Should the platforms be
disturbed or daraged, the Contractor shall notify the Engineer and
replace or repair the disturbed platforms.
19-4 MEASUREMENT
Furnishing and placing imported su-charge materials shall be
measured as Bank Run Gravel Class 'B" by the ton. Settlement Platforms
shall be measured per each. Surcharge Excavation shall be measured by
the cubic ya^d in the field by cross sectioning the surcharge area after
t:�e settlement period.
19-5 PAYMENT
In the event that excavated materials are used for surcharge
purposes, the "st shall be considered incidental to unclassified
excavation and no additional payment shall be made.
Payment for furnishing and placing imported surcharge materials shall be
made at tee unit price bid per ton for "Bank Run Gravel Class B."
Payment for Settlement Platforms shall be at the unit price bid per each
for "Settlement Platforms". Payment made for "Settlement Platforms, per
each" shall be considered as full compensation for all labor and
materials necessary to furnish, place. maintain, remove riser pipe and
any other incidentals necessary to complete the installation and moni-
toring of the fill settlement platforms. Any repair or replacements
required during the settlement period shall be considered as incidental
and no additional compensation shall be paid to the Contractor.
Payment for removal of surcharge materials shall be made by the cubic
yard at the unit price bid for "Surcharge Excavation". Payment made fo.
Surcharge Excavation" shall be considered as full compensation for
excavating, hauling, and placement of surcharge materials. Surcharge
excav-tion materials shall be used for roadway embankments and trench
backfill where possible and as approved by the Engineer. Surplus
material, if any, shall be r moved from the site and disposed of by the
Contractor. All handling, p'�acement, compaction and disposal operations
shall be included in the price bid per unit for Surcharge Excavation.
SECTION 21 - WEIGHING
21-1 DESCRIPTION
All bid items in the Proposal which are to �- .leasured by the ton
shall be weighted on scales certified accurate within the limits speci-
fied in Section 21.1-01. The tonnage claimed by the Contractor for all
such bid items shall be verified with weigh tickets from the material
supplier, stating the general classification of the material, tonnage,
date, the number of the carrier, and the purchaser. One copy of the load
ticket shall be given to the City at the time of delivery and shall not
be valid for payment unless each ticket has been initialed by the City.
The Engineer reserves the right to reduce the stated tonnage for material
which, in his opinion, has more than the moisture content required for
good compaction.
Material received at the job site but not satisfactory to the Engineer
shall be rejected. All costs associated with the unsuitable material,
including the expense of disposal in waste areas, shall be borne solely
by the Contractor.
Weighing will be considered incidental to construction and all costs
thereof should be included by the Contractor in the appropriate prices
bid for the material being weighed.
SECTION 23 - CRUSHED SURFACING BALLASTIN= AND STOCKPILING
23-1 DESCRIPTION
Crushed surfacing top course an. `ase course shall be in accordance
with Section 23 of the Standard Specifications except as herein
modified.
Temporary crushed surfacing base course shall be placed at the directio-.
of the engineer to provide temporary traffic access to driveways an:
streets during construction. The quantity shown in the proposal is fo-
the purpose of establishing a unit price only, actual quantities will be
measured as construction progresses. The Engineer may require that some
or all of the temporary crushed surfacing base course be removed because
of contamination or to meet final grades. Removal shall be considered
incidental to temporary crushed surfacing base course.
23-4 MEASUREMENT
"Crushed Surfacing Top Course", 'Crushed Sarfacthg Base Course",
"Temporary Crushed Surfacing Base Course" and 'Rip Rap" be measured
by the ton, Tonnage will be verified in accordance with Section 21-1 of
the Special provision.
23-5 PAYMENT
Payment for Crushed Surfacing Top Course or us
ing Base
Course, 'emporary Crushed Surfacing Base Course anit pe at
the respective unit price bid per ton in the Propos will be
considered as full compensation fc• furnishing, pl
the material. Payment for Temporar, Crusr�J Surfacing Base Course shall
to cons CereC as full compensation for furnishing, p1a^. ng, comoactin,
an^_ reroval as directed by the engineer.
4 ! � � 4
SECTION 26 - BARK RUN GRAVEL
26-1 DESCRIPTION
Bank run :ravel 'Class B' shall conform to Section 26 of the Stan-
dard Specifications. Bank run gravel Class S shall be used to replace
unsuitable excavated trench material, unsuitable subgrade, and as road-
way and shoulder embankment material surcharge material or as directed
by the Engineer.
Bank run gravel Class 8 used as embankment material will be compacted to
a relative density of ninety-five percent (95%) as determined by Test
Metnod AASMO !PO "CO.
The quantity as shown in the proposal is for the purpose of establishing
a unit price only. Exact quantities will be determined in the field as
work progresses.
26_4 MEASuREMENT
Bank run ;-avel "Class B" shall be measured by the ton according to
Section 21.
26-5 PAYMENT
Payment for Bank Run Gravel Class "8" (Streets) shall be made at the
unit price per ton as set forth in the Proposal and shall be full
com,ensation for all labor, equipment, materials, including compaction
and all inc'de^talc to furnish and place the material as embankment.
Pagent for Bank Run Gravel Class "B" (Trench) is describe" in
Sccr on 61.
SECTION 30 PR:','ATE PROPERTY RESTORATION
30-1 GENERAL
The scope of tr;s section is limited to those areas where individual
property owners have improved their properties on the right-of-way immedi-
ately in front of their properties. It is the intent of this section to
provide for the restoration of any and all improvements which the
Contractor may damage or remove in the course of construction.
It will behoove the Contractor to take every possible precaution to
preserve the existing improvements. All damages to existing improvements
from the Contractor's operation, whether in the right-of-way or within pri-
vate property, shall be the sole responsibility of the Contractor to
remedy. All such areas shall be restored to their pre-construction equiva-
lent to the satisfaction of the Owner.
All utilities including but not limited to sewer, water, gas
telephone, power and petroleum pipelines interrupted or uprooted during
construction shall be repaired, replaced and/or restored to the satisfac-
tion of the Owner.
30-2 MEAS' REY^NT ANO PAYYENT
Measurement for Private Property Restoration shall be by the Lump Sum,
and payment shall be full compensation for all labor, materials, tools,
ebuipment and all other costs necessary to restore all private property
af,ected by the construction to its pre-construction condition. The unit
price bid for Private Property Restoration shall be paid in addition to
other applicable pay items including incidental Asphalt Concrete Pa%tment,
Extrudec Cemer: Corcrete Curb, Bank Run Gravel Class "B", lemporary Crushed
Surfacirg ease Course, and Crushed Surfacing Top Course.
Costs inc..rred frcr the repair of damaged existing utilities shall be
considered incidental tc Private Property Pestoration. No additional pay-
rfr,t shall be rude.
M _ _
SECTION 33 ASPHALT TREATED BASE
33-1 DESCRIPTION
Asphalt Treated Base (ATB) consists of a compacted course of base
material which has been weather proofed and stablized by treatment with
an asphalt binder.
The work shall consist of one or more courses of Asphalt Treated Base
placed on the subgrade in accordance with these specifications and in-
conformity with the lines, grades, thicknesses, and typical cress sec-
tions shown on the plans or established by the Engineer.
33-2 MATERIALS
33-2.01 ASPHALT
Asphalt cement shall be WSHD Viscosity grade AR-2000 grade paving
asphalt.
33-3 CONSTRUCTION REQUIREMENTS
33-3.05 SPREADING AND FINISHING
ATB shall be spread with an automatic paving machine in accordance
with Section 33-3.06 The nominal compacted depth of a course shall r)t
exceed four inches (4").
33-3.08 DENSITY
The AT8 shall be compacted to a density of not less than eighty
percent (FO%) of the maximum theoretical density established for the mix
by the Ric? Vacuum Pycnometer Method. The density of the ATB shall be
determined by means of test on cores taken by the Contractor for the
Engineer, but in no case shalt it be less than one core for each normal
day's production. Additional cores may be required by the Engineer 4n
accordance with Section 33-4. The use of equipment which results in
damage to the materials or produces sob-standard workmanship will _jtae
permitted.
33-4 MEASUREMENT
Asphalt treated base will be measured by the ton.
33-5 PAYMENT
Payment will be made for asphalt treated base on a per ton basis.
The unit contract price per ton for ATB shall be considered full compen-
sation for furnishing all labor, equipment, materials, tools and sup-
plies and for all other costs including testing, producing, screening,
loading, hauling, and stockpiling the asphalt treated base aggregate,
furnishing the asphalt cement, mixing, hauling, spreading, compact'ng
the asphalt treated base, and all ether work not set forth as bid •tz^s
in this contract incidental to fulfilling the requirements of t"se
specifications.
SECTION 34 - ASPHALT CONCRETE PAVEMENT
34-3.01A PREPARATION OF ASPHALT SURFACE
Asphalt concrete pavement shall be "Class 8" and conform to Section
34 of the Standard Specification except as modified herein:
a. Paving asphalt used shall be grade AR-4000W.
b. Longitudinal joints between successive courses shall be later-
ally offset a minimum of twelve (12) inches.
C. Compaction of asphalt concrete shall be in accordance with
Section 34-3.09 of the Standard Specifications.
d. Section 34-3.05A of the Standard Specifications, Automatic
Controls, Batch Type Plants, shall apply to this project.
e. Section 34-3.10, preleveling for asphalt concrete, shall be
accomplished by the use of asphalt concrete "Class B" placed
by a paving machine.
f. Unfavorable weather Section 34-3.19. When, in the opinion of
the Engineer, the weather is such that satisfactory results
cannot be obtained, the contractor shall suspend operations
until the weather is favorable.
The - Alt concrete paving -achine shall be equipped automatic sc-eed E-
controls with sensirs for dither or both sides of the paver capable of
sensing grade from an outside reference line such as a ski, sensing the
transverse slope of the screed, and providing the electrical signals
which operate the screed to maintain the desired grade and transverse
slope. The grade controller x sensor shall be constructed so it m7 be
fitted with a ski-like shoe or ride on the adjacent mat.
The slope controller shall be capable of maintaining the screed at the
desired transverse slope within plus or minus 0.1 per -.nt it a 12-foot
width. The roadway shall �e prepared in accorda ,.e watt Section
34-3.01A.
34-3.08 SPREADING AND F;;IS4?NG
In addition to the Standard requirements, the asphalt concrete pav-
ing machine shall be equipped with automatic screed controls, with sen-
sors for either or both sides of the paver, capable of sensing grade from
an outside reference line such as a ski, sensing the transverse slope of
the screed to maintain the desired grade and transverse slope.
The grade controller or sensor shall be constructed so it may be fitted
with a ski-like shoe to ride on the adjacent mat, concrete gutter, or
string line.
The slope controller shall be capable ;> maintaining the screed at the
desired transverse slope within plus or minus one tenth percent (0.1%) in
'era twelve foot (12') width.
p asphalt tack coat (SS-1) shall be placed in accordance with Section 34
the Standard Specifications. The tack coat shall be applied to all
existing pavement surfaces, asphalt or concrete and between successive
layers of Asphalt Concrete Pavement. The tack coat shall be considered
as incidental t0 the cost of the Asphalt Concrete Pavement and no sep-
arate payment will be made for this item.
34-3.11 CONSTRUCTION OF COURSES
The asphalt concrete pavement shall be constructed as shown on the
plans and in accordance with this section of the Standard Specifications
except as modified herein.
34-5 MEASUREMENT PAYMENT
Payment for furnishing and placing asphalt concrete Class "B" shall
be made at the unit price per ton as set forth in the Proposal and shall
be full compensation for all labor, tools, equipment, iaterials and
ncid xa .red to perform the work as specified including the
aIt bi ath. Any work which is essential to the construction but
or wi ch no bi item is included in the proposal shall be considered as
incidental to the contract.
Incidental Asphalt Concrete shall be Asphalt Concrete "Class B" and
shall be used only at the direction of the Engineer for the restoration
of existing and new driveways, paving aprons for storm drain outfails,
gutters and spillways, patching around manholes, valves, etc. Payment
for furnishing and placing Incidental Asphalt Concrete shall be made a,
the unit price per ton as set forth in the Proposal and shall be full
compensation for all labor, equipment, -aterials and incidentals.
SECTION 36 - EXTRUDED CEMENT CONCRETE CURB
36-1 DESCRIPTION
Extruded cement concrete curb -hall be constructed as specified in
the Standard Specifications, Standard Plan 6A except as modified herein,
36-2 MATERIALS
Delete the sixth (6th) paragraph of this subsection.
36-3.02 MIXING AND PLACING
This Section shall be supplemented by the following; The extruded
cement concrete curb shall be bonded to the asphalt concrete surface by
an epoxy adhesive suitable for bonding the two surfaces together and
approved by the Engineer.
36A3.0a TIE BARS
Delete this subsection in its entirety.
36-4 "EASOREMENT PAYMENT
The extruded cement concrete curb will be measured by the linear
foot along the front face of the curb and returns.
Payment will be made for the following bid item when included and shown
in any particular contract.
*Extruded Cement Concrete Curb," per linear foot.
The unit contract price for the above item shall be full compensation for
all costs of labor, tools, Pquiq^,ent and materials and for complete
41stallati;n in accordance with the plans and specifications.
SECTION 39 - CEMENT CONCRETE PAVL4-NT
39-1 GENERAL
Cement concrete pavement shall be constructed in accordance with
Section 39 of the Standard Specifications except as modified herein.
Cement concrete used for pavement purposes shall be APRA Class 5-112 Sack
(1-112 inch maximum size aggregate) with 5% air content (1 1% air
content).
Longitudinal joints shall be spacec along each diving lane. Transverse
Joints shall be spaced at 15-foot intervals *2 feet to actor.-odate
utilities. All joints shall be handtooled or saw cut at contractor's
option. Saw cutting shall be done as soon as possible afte- textu-'n_ (4
to 16 hours).
Curb and gutter can be formed integral with the pavement or separately at
the contractor's option.
39-4.i MEASUREMENT
ement cZ oncrete pavement shall be Teasured in place by the square
yard. Cement concrete curb shall a-? r=asured as -3ted in Section 40.
39-4.2 PAYMENT
Cement concrete pavement sha' be pa;d by the square yard in place,
which shall be full compensation for all equipment, materials, labor,
tools and incidental costs. Also included in this pa)r.ent, but not
limited to, is any cost incurred by the contractor for placing the
required joins, rurinq and texturing.
SECTION 40 - CEMENT CONCRETE CURB CURB ANO GUTTER
40-1 OESCRIPTION
Cement concrete curb and gutter shall be constructed in accordance
with the Plans and Section 40 of the Standard Specifications except as
modified herein.
Cement concrete curb and gutter type A shall be per Standard Plan.
40-2 MATERIALS AND FORMS
40-2.01 CONCRETE
Cement concrete curb and gutter shall be constructed of 14 day
Class 5 (1-1/2) airentrained Portland cement concrete, as per Section
37, Standard Specifications.
40-3 CONSTRUCTION DETAILS
a. Joints shall be dummy joints at a maximum spacing of 15 feet
with expansion joints at beginning of curves, at curb returns
and driveways.
b. The sub-base for curb and gutter sections Shall be compacted
to 95 per cent density at optimum moisture content before
Placing the curb and gutter.
C. White-pigmented curing compounds will tot be allowed.
d. The top of the finished concrete shall not deviate mere than
or.e-eionth inch (1/6") in ten feet (10'), or the alipmnent
ore-fourth inch (1/4") in ten feat (10').
e. ;where shown on the plans, the concrete curb will be rampad for
wheelchairs as shown on the detail drawing in these Special
%rovisloni.
t0-4 MEASUREMENT AND PAYMENT
Measurement and payment will to made for sc^_h of the following bid
",ems as may appear in the proposal:
"Cement Concrete Curb and Ltter type" per linear foot.
,orb and gutter will be meas, red by the linear foot along the 'ace of
c:rb for the act,.al length constructed.
Payment for furnishing and placing cement concrete curb and gutter type A
shall be made at the unit price per linear foot as set forth in the
nroposal and shall be full co-pensation for all labor, equipment,
-aterials and vrciientals, including forms. Installation of wheelchair
a-p5 shall be 'ncirental to this item and no separate payment - -
ade.
SECTI04 41 - CEMENT CONCRETE DRIVEWAY AND ALLEY RETURN
41-1 DESCRIPTION
Cement concrete driveway shall be constructed at the locations
shown on the construction plans and where directed by the Engineer, and
shall be in accordance with Section 41 of the Standard Specifications
except as modified herein, and as shown on the plans.
41-2 MATERIALS
The Portland cement concrete, joint filler and curing materials
shall conform to requirements outlined in Section 37, Portland Cement
Concrete Materials. The concrete mix shall be as specified for Class 5-
3/4 (1-1/1), and the slump of the concrete shall not exceed three and
one-half I3-1/2) inches and have a minimum design strength of 3000 PSI.
41-3 CONSTRUCTION DETAILS
41-3.01 EXCAVATION AND SUBGRADE
Excavation for driveways shall be considered incidental to the con-
struction of the driveway, and no payment will be made the Contractor
therefor.
Subgrade preparation for driveways and the required compaction
shall conform to the applicable requirements in Section 15-2.02 to pro-
vide a firm, unyielding subgrade acceptable to the Engineer.
41-3.03 FORMS AND FINE GRADING
For-, fo- the straight sections of the driveway shah have a ainimu*n
thickness of two (2) inches and be equal to the nominal depth of the
concrete. Plywood of one (1) inch lunber may be used on radii. All
forns shall be securely staked and blocked to true line and grade.
A temolate shall be set upon the forms and the subgrade shall be
fine gra'ed to conform to the required section.
41-3.04 C"RING AND PROTECTION
The cur,q materials and procedures defined in Section 37 and 39
shall be used. The driveway shall be protected against damage or deface-
ment of any kind until acceptance by the Owner. Any driveway or alley
return not acceptable, in the opinions of the Engineer because of damage
or deface7ent, shall be removed and be replaced by the Contractor at his
expense.
Before placing any concrete, the Contractor shall have on +.he job
site enough protective paper or equivalent to cover the pour of an entire
day, in event of rain or other unsuitable weather conditions.
Whit= pigmented compound will not be allowed.
41-4 MEASUREMENT
Measurement for cement concrete driveway will be made by the square
yard for all surface concrete driveway placed.
41-5 PAYMENT
Payment for furnishing and placing "Cement Concrete Drive Way 6-
inches thick" shall be made at the unit price per square yard as set
forth in the proposal and shall be full compensation for all labor,
tools, equipment, materials and incidentals required to perform the work
as specified. Any work which is essential to the construction but for
which no bid item is included in the proposal shall be considered as
incidental and the costs thereof shall be included in the pay items of
the proposal.
SECTION 42 CEMENT CONCRETE SIDEWALKS
42-1 DESCRIPTION
Cement concrete sidewalk shall be constructed in accordance with
Section 42 of the Standard Specifications, except as modified herein,
and as per detail' drawing incorporated within these Special Provisions.
42-2 MATERIALS
The concrete mix for the sidewalk shall be Class 5-3/4 (1-1/41 with
a water content ratio not to exceed 5.75 gallons and a maximum slump of
3 1/2 inches with a minimum design strength of 3000 PSI.
42-3 CONSTRUCTION DETAILS
a, Delete tha last sentence, second paragraph of Section 42-3.03.
b. Dummy joints at five (5) foot centers shall be formed by cut-
ting a groove in the concrete with a tee bar after the concrete
has taken the initial set. The size of the dummy joint shall
be as shown on the detail drawing. Once the dummy joints have
been cut, the sidewalk shall be furnished in accordance with
Section 42.
C. The sidewalk shall be divided into panels by scoring one-
fourth inch (114") deep on five (5) foot centers transversely.
d. Cement concrete sidewalks shall be constructed to a minimum
thickness of four inches (4") and to the width as shown on the
construction plans.
e. Panels and joints shall be similar to Standard Plan No. I4,
Type "B" of the Standard Specifications.
42-3.03A DEPRESSED CURB (WHEELCHAIR RCMP)
At intersections where new cement concrete curbs are to be ,_o^
structed, the Contractor shall ccnstruct depressed curbs. The den• ssec,
curbs shall be constructed in accordance with the standard draN'
as directed by the Engineer.
42-4 MEASUREMENT
Measurement for cement concrete sidewalk will be by the square yard
for all surface of concrete walk placed,
42-5 PAYMENT
Payment for furnishing and placing "Cement Concrete Side,,alk
Thick" shall be made at the unit price per square yard as set forth 'n
the Proposal and shall be full compensation for all labor, equv,-ert,
materials, and all incidentals. !�stallW cn of wheelchafr ramps shall
be considered incidental to and part of the price for the rrae:e
sidewalk.
SECTION 44-6 - PAINT STRIPING
44-6.01 4" SOLID STRIPE
Painted pavement striping shall be installed in accordance with
Section 8-22 of the "Standard Specifications for Road and Bridge Con.
struction 1977" of the Washington State Highway Commission. The Con-
tractor shall comply with the following material specification for paint
striping.
Traffic Line Paint shall be furnished in accordance with the Speci-
cattons or ormula W-77 (White) and Y-77 (Yellow). Copies of these
Specifications are available at the Washington State Department of
Transportation, Materials laboratory, Post Office Box 167, Olympia,
Washington 98504.
44-6.02 MEASUREMENT
"Paint Striping' shall be measured per linear foot of striping and
no deduction shall be made for the skip between stripes when meass-ing.
44-6.03 PAYMENT
Payment shall be made for "Paint Striping", per Linear foot, at the
contract unit price as set forth in the proposal and shall be full
compensation for furnishing all labor, tools, materials and equipment
necessary or incidental for the completion of the work as specified
herein.
44-7 THERMOPLASTIC PAVEMENT MARKINGS
This work shall consist of furnishing and placing thermoplastic
Pavement marking upon the roadway surface for delineation in the form of
crosswalks, directional arrows, traffic letters, and stop bars, at the
locations shown on the plans in accordance with these special provisions
and the latest edition of the M7TCD, or as directed by the Engineer.
Pavement markings as referred to herein shall comply with the following
definitions:
Crosswalks. Crosswalks shall consists of two solid lines of white
o as
tic in 8 inches in width parallel to Pie anothe^ and
separated by a minimum d%stance of 8 feet pr as shown on the plans.
Traffic Arrows. Traffic arrows shall conform to the details shown
on the plans and shah be of white plastic material.
Traffic letters. Traffic letters shall conform to the details
s ow^ in t CD and/or on the plans and shall be Of white plastic
material.
Sto ��B__a�r��. A stop bar shall be a solid line of white plastic
material 12 inches in width placed across the traffic lanes where
and as shown on the plans.
The materials to be used to form the above described payment markings
shall be:
1. 3% STAMARK orand pliant pslyr.+er pavement marking film, 60 mil
thickness, applied with contact adhesive, manufactured by 3M
Company, 3M Center, St. Paul, Minnesota 55101, or
2. Catatherm ABITOL formulation, 125 mil thickness, hot extruded
Thermoplastic manufactured by Ferro Corporation, Cataphote
Division Post Office Box 2369, Jackson, Mississippi 39205,
3. Or equal.
All materials shall be installed according to the manufacturer's recor-
mbndations and a manufacturer's representative shall be present p^ior to
the application of any markings to approve the proper installation pro-
cedures or as directed by the Engineer.
All contaminants within the areas to receive thermophastic pavement
markings shall be removed. Large areas of tar, grease, paint or foreign
materials may require sandblasting, steam cleaning or power brooming to
accomplish c—olete removal.
44-7.01 MEASUREMENT AND PAYMENT
Payment will be made for such of the following listed bid items as
are included in the proposal and payment will be made under:
"Thermoplastic Crosswalk and Stop Bar", Per linear foot.
"Thermoplastic Traffic Arrow", per each
"Therr plastic Traffic Letter", per each..
The unit contract prices per linear `cot 'or "Thermoplastic Crosswalk
and Stop Ber" and per each for "Thermoplastic Traffic Arrow" and "Ther-
moplastic Traffic Letter" shall be full cc^pensation for fu"nishing all
laior, tWs, n,ateria;s and equipment necessary or incidental fe- the
to^pletio❑ of the work as specified herein.
44-9 TRAFFIC SIGNS
44-4.: DESCRIPTION
Where shown on the plans or as directed by the Engineer, cost
mounted traffic signs, or a regulatory nature, shall be insta'.'�<4
relocated by the Contractor. The new signs shall be manufacturej a
installed in accordance with the .urrent edition of the "Was^i�
State Sign Fabrication Manual" of it:e Washington State Highway Co^ !s-
Sion.
The code nunbers referred to in the ole-I are in accordance with tie ;i-e
Fabrication Manual noted above. -
44-8.2 SIGN TYPE AND SIZE
New traffic control signs and posts shown on the plans s+iall c^-o,, i
to the `ollowing sizes:
RI-I Stop 30" x 30"
R2-1 Speed Limit 24" x 30"
Signs shall be mounted on treated 4" x 4" 11-foot long posts, and shall
conform to the requirements of Section 9-28.15(2; of the "Standard
Specifications for Road and Bridge Construction", 1977 Edition, of the
Washington State Highway Contr.ission. All posts shall be painted with
three 3) coats of exterior white paint.
44-8.3 CONSTRUCTION REQUIREMENTS
Signs are located on the plans. These are tentative locations
subject to change by the Engineer, The nest lengths specified are
estimated for bid purposes only. Final lengths of timber posts shall be
determined in the field by the Contractor prior to fabrication.
All reflectorized signs located up to 25 feet from edge of pavement shall
be turned 30 out and those lcoated more than 25 feet shall be turned 30
in from the pavement edge of oncoming traffic lanes. All sign posts
shall be plumb and signs level. The signs shall be inspected at night by
the Engineer, and if specular glare occurs from failure to install at 30
as stipulated, the Contractor shall reinstall the signs at his own
expense.
The past holes shall be of sufficient dimensions to allow placement and
thorough conmaction of selected backfill material completely around the
post. Selected backfill material shall consist of earth or fine sandy
gravel free from organic matter with no individual particles exceeding
1-1/2 inches in diameter.
44-9.4 RELOCATING EXISTING SIGNS
Existing traffic control signs on the project shall be removed and
relocated by the Contractor as shown on the plans and es directed by the
Engineer. Relocation installation shall be in accordance with Section
44-8.3 above.
44-8.5 `tASL'REMENT AND PAYMENT
Tho unit contract price per each for "Traffic Control Sign (Type and
Size)" and "Remove and Relocate £xistino Sign" shall be full
compensation for all labor, tools, materials and equioT,ent necessary or
incidental to the furnishing, placing, painting, stoc;oiling and
relocating of traffic control Signs for the project.
SECTION 47 - EROSION CONTROL
47-1 DESCRIPTION
The Standard Specifications shall be amended by the following:
Erosion control shall be placed on finished slopes not requiring
restoration in accordance with Section 71 herein.
47-2.01 TOPSOIL
Top soil will not be required on this project.
47-2.02 SEED
See mix shall conform to the following specifications by weight:
Colonial Bentgrass (Highland or Astoria) 10%
Red Fescue (Illahee, Rainier or Pennlawn) 40%
Blue Grass (Merion, Windsor or Park) 40%
English Perennial Rye 10%
See shall be applied at the rate of 163 pounds per acre.
47-2.03 FERTILIZER
Fertilizer shall be commercial organic or, inorganic fertilizer con-
ta'ning the following proportions by weight:
Total Available Nitrogen 10% (of which 50% is de-
rived from 38% slow-
release ureaform)
Available Phosphorous
(Analyzed as P205) 20%
Available Potassium
'Analyzed as k20) 20%
Fertilizer shall be --plis'- ..t the rate of 250 pounds Per acre.
47-2.04B WOOD CELLULOSE FIBER
Mu'ch shall consist of wood cellulose fiber ard be applied at -ate
c` 1,000 dry pounds per acre.
47.4 MEASUREMENT
The quantity to seeding, fertilizing and mulching will be based ,n
ground slope measurement in acres of actual seeding, fertilize—, an;
,.itching placed and accepted.
47-5 PAYMENT
The unit contract pr.ce per acre for "Seeding, Fertilizin , a-.d
Mulching" shall be full compensation `o all labor, tools, materials
equip7ent necessary or incidental to the placing of the materials
herein,
SECTION 50 - MONUMENTS
This section of the Standard Specifications will not apply to this
project and shall be deleted in its entirety. In its place the following
specifications shall be inserted,
50-1 DESCRIPTION
The work consists of furnishing and installing survey monuments,
bronze marker plugs, cast iron frames and covers at the points indicated
on the plans.
50-2 MATERIALS
All cast iron frames, covers, bronze marker plugs, and concrete
monuments will be furnished and set by the contractor,
50-3 CONSTRUCTION DETIALS
50-3.01 REFERENCE POINTS
The Engineer will reference all monument points in advance of con-
struction, The Constractor shall be responsible for saving and protect-
ing all reference points until the monuments are set,
50-3.02 SETTING OF MONUMENTS, FRAMES AND COVERS
Upon the completion of the street paving through the first lift of
Class "B" Asphalt Concrete Pavement, the Contractor shall notify the
Engineer that the street is ready for monunentation. The engineer will
set the required monument reference points. The contractor shall then
set the monuments, bronze marker plugs, frames, and covers. Upon comple-
tion of the monumentation, the Contractor shall complete the paving
operation taking care to protect the line and grade of the monument case l
and cover, he Engineer shall scribe the monument point upon completion
of the paving work.
50-3.03 DAMAGE TO MONOMENT
In the event the Contractor disturbs the monument, frame, and cover
in the process of completing the project, he shall immediately contact
the Engineer to check the monument. The Contractor shall pay the total
cost of checking and shall reset the monument or case and cover at no
additional expense to the City. The payment for checking shall be
deducted fron the amount owed to the Contractor for his work on the
project, Failure to notify the Engineer of a disturbed monument by the
Contractor shall bear an additional one hundred dollars (SIOO) penalty
to be deducted from amounts owed to the Contractor plus the cost of
resetting the monument.
50-4 MEASUREMENT AND PAYMENT
Payment for monuments shall be at the unit price per each as set
forth in the Proposal. The unit contract price per each shall be full
10-pensation for all labor, tools, materials and all incidental work
required for furnishing and installing survey monuments, bronze plugs,
frames and covers complete in place at in acrordande with the plans and
specifications or as directed by the Engineer,
SECTION 52 - REMOVAL OF EXISTING STREET
I— MPRO VEMEN iS
52-2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT
Removal of asphalt concrete incidental to unclassified pavement upon any type of base shall be
ThePavement as indicated on Plans aortasn dir ctedC by r the oEn g sineer,sawcut
removal and the costs thereof shall be
sawcutting of pavement shall be considered as incidental to the pavemeThe
nt
included in other items of the
proposal. Included shall be all roadway excavation and grading required
to reach the new grades and elevations and compaction of the existing
subgrade to 95 percent of maximum density measured in accordance with
Section 13-3.IOE5 or such other density required by the Engineer.
52-2.05 REMOVAL OF CONCRETE CURB AND GUTTER
The full section of the concrete curb and gutter shall be re�oved
and disposed of as shown on the plans or as directed by the Engineer,
52-2,07 REMOVAL OF CATCH BASINS M aNHOLES SUMPS CULVERTS ETC,
Existing catch basins, sumps, storm drains, water ,main and culverts
shall be removed and disposed of as shown on the plans or as directed by
the Engineer. All voids created by the removal 'f exisitng strucutres
shall be backfilled with bank run gravel class 3 or with suitable job
excavation material as directed by the r,gineer,
52-2.09 WASTE DISPOSAL
Shall be in accordance with Section 4.1.06.
52-3 MEASUREMENT AND PAYMENT
Pa,yaent for removing existin
the respective unit 9 set foreet improvements shall be male at
to
co-plete compensation for alllabor,omaterrth ialso and equilpmentdnecesca•v
to perform the work inccludin s ail;disposal. Removal of items en things nc,
set forth in the Proposal
construction and the costs thereof shac0sidened as incidental
other litemst.'
the proposal. ,f
The exisitng corrugated metal culverts at the intersection fo Snr__
brook Creek and S.W. 27th Street shall be removed and disposed of py the
Contractor, Springbrook Creek shall be diverted to allow excavation
within the channel during the culvert replacement operation. Pamnent
for removing these culverts and diverting Springbrook Creek shall be at
the i,rp Sum Price bid as set forth in the proposal for the Bid
Remove SpSia11 ook/$.W, 27th street culverts. All ether culvert
remcvals shall be considered as incidental to other it;u ;f
construction,
SECTION 53 - ADJUSTMENT OF NEW AND EXISTING UTILITY STRUM ;S TO FINISH
GRADE
53-1 DESCRIPTION
The adjustment of existing utilities shall be accomplished in com-
pliance with Section 53 of the Standard Specifications except as modi-
fied herein.
53-3 CONSTRUCTION DETAILS
53-3.01 ADJUSTING OF MANHOLES CATCH BASINS AND SIMILAR STRUCTURES
No adjustment of manholes, catch basins, inlets, monument frames,
sanitary sewer clean-outs, valve boxes and similar structures will be
Permitted after the final lift of Class B asphalt concrete pavement is
completed. Prior to placement of the asphalt concrete leveling course,
the Contractor shall carefully check the finish grade of all such struc-
tures to make any final adjustments necessary. Care shall be taken in
placing the leveling and wearing coursas to prevent damage to the casting
or tp its position.
Adjustment of manholes, catch basins, sanitary sewer clean-outs and in-
lets shall be constructed in the same manner and of the same material as
that required for new construction.
Monument frames and valve box castings shall be solidly embedded in
either asphalt concrete or cerient concrete in a manner approved by the
Engineer prior to placement of the wearing course.
53-3.014 REPLACE EXISTING GRATES WITH SOLID RING AND COVER
Existing orates shall be replaced with a solid cover as shown it
Standard Plan No. 42.
53-4 '1EASUREMENT AND PAYMENT
Payment for adjusting each existing utility structure to grade
shall be at the respective unit price bid per each as set forth in the
Proposal and shall be full compensation for all labor, equipment,
materials, and all incidental costs necessary to complete the work.
Adjustment of new manholes, catch basins, sanitary sewer clean-outs,
inlets, monument frames, valve boxes and similar structures shalt be
considered incidental to each respective contract item. Asphalt
concrete used to patch around utilities shall be paid for as incidental
Class B asphalt, per ton under the appropriate Proposal item.
Final adjustment for new sanitary sewer manholes snail be paid for at the
respective unit price bid per each as set forth in V e Proposal and shall
be full compensation for all labor, equipment, materials, and all inci-
dental costs necessary to complete the work.
SECTION 54. - PAVEMENT PATCHING
54-1 DESCRIPTION
Pavement patching will oe required on all trench crossing of exist-
ing roadway prior to construction of e« roadway and wherever the line of
work crosses existing travel ways.
The Contractor shall remove all types of travetway surfaces as part of
trench excavation in accordance with the requirements of Section 61
herein.
54-3.01 GENERAL
The Contractor's attention is directed to the requirements of Sec-
tion 1.1.15 herein.
54-3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE
Pavement patching material sha'l be Class IV asphaltic concrete as
specified in Section 34, Standard Specifications. Crushed surfacing
material shall be as specified in Section 23 of the Standard Speci-
fications.
After backfilling and compaction to line and grade has been completed
four (4) inches of 5,8 inch minus crushed surfacing top cou^se shall be
applied and compacted to the satisfaction of the Engineer.
The existing pavement shall be cut to a straight horizontal and neat
vertical line. This cut shall be made one (1) foot beyond the trench
shoulderiine, The newly cut edge shall be painted with dilute asphalt or
SS-1 emulsion immediately prior to the placement of the patch.
Asphalt concrete Class 8 pavement shall be placed in one lift of t%o (2�
inch thickness Over the pre%iously placed layer of crushed surfa-ire.
The patch shall be rolled to a smooth riling surface, flush wi;ti
surface of the existing asphalt. I-rediately thereafter, all ic.,nts
between the new and origiral Mha't shall be painted with hot ascr,a'.t
emulsion and be covered with dry paving sand before the asonalt
fies.
54-4 MEASUREMENT AND PAYMENT
54-4.01 ASPNAL' CONCRETE PAVEMENT PATCHING
Measurement for asphalt concrete pavement patching will be ride by
the square Yard on the plane of the surface patched and will be based on
the actual length and width of the patch. Payment will be at the unit
contras, price bid per square yard for "Asphalt Concrete pavement Patch-
' g" and shall be full compensation for all labor, materials, tools, and
equipment required in furnishing, placing and compacting the crushed
rock and asph'_lt concrete Class "B-'.
SECTION 57 - FINISHING AND CLEANUP
57-1 DESCRIPTION
Finishing and cleanup shall be completed in accordance with Section
57 of the Standard Specifications.
57-3 MEASUREMENT AaD PAYMENT
payment for finishing and cleanup shall be Der IUnD sun price bid
and shall constitute complete compensation for all labor, materials and
equipment necessary to carry out the cleanup operation.
57-6.02 RELOCATE EXISTING MAILBOXES ANO STAND
The existing mailboxes and stands shall be relocated as shown on the
plans or as directed by the Engineer.
Mailbox ramoval and relocation shall be considered incidental to private
property testoration and therefore no separate payment shall be made.
DIVISION III - SANITARY SEWER AND STORM DRAINS
SEC71ON 60 - PIPE MATERIALS AND TESTING FOR SEWERS DRAINS AND CULVERTS
60-1 DESCRIPTION
All pipe used in this project shall be: (1) for the sanitary sewer
system - polyvinyl chloride (PVC) pipe or ductile iron pipe or nonrein-
forced concrete pipe as shown on the plans or as directed by the Engi-
neer; (2) for the storm drain system - either nonreinforced concrete pipe
or reinforced concrete pipe. Corrugated alloy or corrugated steel pipe
shall only be allowed as shown specifically on plans.
Pipe material, gaskets, and couplings shall be in accordance with
applicable sections of the Standard Specifications and as modified in
these Special Provisions.
60-3 MATERIALS AND TESTING
The Cont-actor shall require his pipe suppliers to furnish
certificates signed by their authorized representative stating th_
specifications to which the materials or products were manu`acturee.
Certificates showing nonconformance with these specifications shall be
sufficient evidence for rejection.
Approval of certificates shall be considered only as tentative accep-
tance of the materials or products, and such action by the Engineer will
not relieve the Contractor of his responsibility to perform field tests
and to replace or repair faulty materials, equipment, and/or workman-
ship,
60-3.01 PIPE MATERIAIS
The storm drain pipe shall be constructed in accordance witn Sec-
ticn 60 of tta Standard Specifications except as a.odified herein:
a. All fittings shall be of the same ^.aterial and class as the
pipe.
b. Ail concrete joints shall be rubber gasketed
60-3.01A CONCRETE PIPE, NONREINFORCED
Nonreinferced concrete pipe shall conform to ASTM Designat+or C14,
Table 1 (Class 3) and shall have flexible gasketed joints. The raouire.
ments of Section 50-3.01A of the Standard Specifications for ,cr-
meability testing shall remain in force.
60-301F DUCTILE IRON PIPE
Ductile iron pine shall conform to AWWA C-151-76 (ANSI A21.51)
Thickness Class 52. The pipe shall be cement mortar lined and sealed
with a bituminous material on the inside, and shall have a hitu�3no,s
coating on the outside. All linings and coatings shall be in acc� dare
with AWWA :-",-r-A ;ANSI A21.4).
60-3.O1H PVC PIPE
PVC pipe for the gravity sanitary sewer line shall be extra strength
plastic pipe conforming to ASTM V3034 - SDR35. Pipe shall be Johns-
Manville RING-TITE PVC sewer pipe or an approved equal. Pipe joints
shall be bell and spigot with flexible rubber ring gasket.
60-3.011 GALVANIZED CORRUGATED S,°EL PIPE ARCHES
Galvanized corrugated steel pipe arches and coupling bands shall be
in actor-ante with the Standard Specifications and shall be ARMCO HEL-
(� COR or equal with Treatment 2.
u' 60-3.O1J CORRUGATED ALUMINUM ALLOY CULVERT PIPE
Corrugated aluminum alloy culvert pipe and coupling bands shall
meet the requirements of the Standard Specifications except as modified
r herein. All aluminum alloy culvert pipe utilized in this project shall
(p he Kaiser Aluminum Corlix pipe or approved equal. Annular corrugated
pipe will not be acceptable
60-3.02 JOINTING MATERIALS
60-3.02G PVC
Gaskets for the gravity sanitary sever line shall be flexible rub-
ber ring gaskets. Asbestos cement manhole couplings shall be cast
directly into the manholes for connection to the PVC gravity sewer pipe.
60-7 MEASUREMENT AND PAYMENT
Payment for sanitary sewers, storm drains and culverts shall be at
the applicable unit price per linear foot of pipe for the (Size) (Type)
listed in the bid schedule, payment for which shall constitute full
compensation for the pipe, in place, complete, including clearing,
grubbing, pavement removal, excavation, trenching, backfilling,
co-paction, pipe, pipe laying and joining, and testing, disposal of
trench ^aterial to be wasted, dewatering, all surface restoration and
all incidental *�-k necessary.
SECTION 61 - TRENCH EXCAVATION, BACKFILL, FOUNDATION AND BEDDING FOR
SEWERS, DRAINS AND CULVERTS
61-1 DESCRIPTION
Trenc:. excavation and backfill shall be constructed in accordance
with Section 61 of the Standard Specifications except as modified
herein.
61-2 CLASSFICIATION OF TRENCH EXCAVATION AND BACKFILL
Trench excavation and backfill shall be Class A.
61-3 CONSTRUCTION DETAILS
61-3.01 EXCAVATION
The length of trench excavation completed ahead of the pipe laying
operation shall be kept to a minimum. Should the maximum trench width be
exceeded, the Contractor shall furnish a stronger grade of pipe and/or
higher classification aad amount of bedding material, as directed by the
Engineer, at no additional cost to the Owner. Trench widths narrower
than the maximun will be permitted. In all cases, the trench must be of
sufficient width to permit proper jointing of the pipe and backfilling of
materials along the sides of the pipe.
The Contractor shall inform and satisfy himself as to the character,
quantity and distribution of all material to be excavated. No payment
shall be made for any excavated material which is used for purposes other
than those designated. Should the Contractor excavate below the desig-
nated lines and grades without prior approval, he shall replace such
excavation with approved material, in an approved manner and conditions,
at his own expense.
The engineer shall determine the suitability of material to be used as
backfill. All unsuitable and excess excavated material shall be wasted
as specified by the Engineer.
The Contractor shall conduct his operation such that the maximum trench
width at the ground surface will not exceed the maximum limits set forth
on the plans.
No separate or extra payment of and kind will be made for storing,
handling, drying, wetting, hauling or manipulation of excavated
materials.
Excavation at all time sha" be kept free from water to facilitate fine
grading, the proper laying pipe and structures and joining of pipe and
prevention of damage to completed joints. Any and all required dewater-
ing shall be accomplished by wells and/or well point systems. Pumping of
water from within the excavation will be permitted. Water in the excava-
tions shall not be allowed to flow through the pipe or structures while
construction work is in progress unless special permission to do so has
been given by the Engineer.
The Contractor shall ascertain to his own satisfaction the extent to
which water may occur, the nature of the material in which it will
appear, and the extent to which such occurrence of water shall affect his
bid.
Dewatering & the excavation must be controlled to prevent damage from
settlement due to possible lowering of the adjacent groundwater table.
It shall bA the Contractor's responsibilty to study the soil boring
information and mA"a his own determination as to the extent of control
necessary for groundwater and for trench staoility. The Soils report was
prepared soley for the purposes of design and the Contractor shall not
interpret the information presented as requirements for construction.
The Contractor may wish to provide for monitoring for settlement of the
adjacent areas for his protection. No separate or extra payment of any
kind will be made for any such monitoring, and any costs associated with
monitoring, if provided, shall be included int he appropriate lump sum or
unit bid prices in the proposal.
61-3.0IA. EXTRA DEPTH TRENCH EXCAVATION
Several locations on this prject require unusually deep trenches.
Where the average depth of the req sired trench excavation between any two
sanitary sewer manholes exceeds 'welve (12) feet in vertical depth, a
payment for "Extra Depth Trench Excavation for 12 feet to 16 feet Deep
Trenches" and "Extra Depth Trench Excavation 16 feet to 20 feet" will be
made to the Contractor in addition to the unit contract price bid for
installed pipe. The extra payment will be for each lineal foot of pipe
successfully laid and tested between the manholes in question.
For purposes of determining where the payment for extra depth trench
excavation is to be made, the average depth of required trench excavation
shall be defined as the average, calculated to the nearest tenth (0.1) of
a -oot, of the depths of the two manholes at either end of the pipe run in
ou est ion, mearred from the invert of the pipe to the top of the manhole
cover, to the nearest tenth (0.1) of a foot. The length of the pipe run
shall be the d4starce between manhole centerlines measured to the near-
est tenth (0.1) of a foot.
Where sanitary sewer laterals are involved the average depth of required
trench excavation shall be defined as the vertical distance, measured at
the sewer main to the nearest tenth (0.1) of a foot, from the invert of
the sanitary s=wer lateral in question, to the top of the manhole cover,
or to original ground, whichever is applicable.
61-3.03 FOUNDATIONS AND BEDDING FOR SEWERS 6 DRAINS
61-3.034 FOUNDATIC, PREPAP-ION
Over excavation to remove unsuitable material shall be performed
only when so ordered by the Engineer. When foundation material is
required, all -,sts for procurement and place7ent, including removal and
disposal of unsuitable materials, shall be included in the unit contract
price per cubic yard for "Foundation Material", unless specifically
provided for in other bid items.
All provisions for Section 61-3.03A of the Standard Specifications shall
remain in effect.
61-3.03C CLASS C BEDDING
Bedding procedures and materials shall be in accordance with
Section 61-3.03C3 for "Class C" bedding and Section 61-3.03C5 for
materials.
61-3.03D1 BEDDING FDR PVC PIPE
Pipe bedding procedures and material for PVC sewer lines shall be in
accordance with Section 61-3.0301 of the Standard Specifications except
as modified herein.
The bedding material shall be clean, free-draining sand and gravel, with
all material passing a 1/2-inch square mesh sieve and a maximum of 2
percent passing a a200 square mesh sieve. The material shall contain
just sufficient fines to fill the voids and provide a homogeneous grada-
tion. The material shall be compacted to 95 percent of the maximum
density determined by the "Compaction Control Test" specified in Section
13-3.I0E5. The material shall be obtained from a source selected by the
contrattor and shall be subject to the prior acceptance of the Engineer.
Before ba�Kfilling with bedding material is begun, the trench shall
first be cleaned of all roots, loose stones, and other debris. Bedding
materials shall be placed only upon undisturbed earth.
The bedding material shall be mechanically compacted to ootain a ftrr
unyielding foundation.
The Engineer ressrves the rignt to orde-, in writinn, that the .
bedding naterial be omitted and no pa_r*eot Wade, where in nis opt-,
the native material has such prooerties that it ,Tay be used to
bed the pipe involved. The Contractor is cautioned against subaitting a^.
unbalanced unit bid price for piping bed'ing material since any or all of
the pipe bedding requirements specified on the Plans may be deleted
during construction. For this Contract, pipe bedding material shall not
be considered a major it- as defined in Section 4-1.03.
Where the requirement or pipe bedding material is deleted by the Eno'-
veer, the requtremer.s for Class 0 beddirc shall apply and all tests
thereof shall be considered incidental to the construction.
61-3.0302 BEDDING FOR CORRUGATED METAL PIPE
Pipe bedding procedures and material for the storm drain pipe,
bedding shall be in accordance with Section 61-3.030 for Class C Bed-
ding.
The material shall be compacted to 95 percent of the maximum density
determined by the "Compaction Control Test` specified in Section 13-
3.10E5. The material shall be obtained from a source selected by the
contractor and shall be subject to the prior acceptance of the Engineer.
Before backfilling with bedding raterial is begun, the trench shall
first be cleaned of all roots, loose stones, and other debris. Bedding
materials shall be placed only upon undisturbed earth.
The bedding material shall be mechanically compacted to obtain a firm
unyielding foundation.
The Engineer reserves the right to oraer, in writing, that the pipe
bedding material be omitted and no payment made, where in his opinion,
the native material has such properties that it may be used to adequately
bed the pipe involved. The Contractor is cautioned against submitting an
unbalanced unit bid price for p.ping bedding material since any or all of
the pipe bedding requirements specified on the Plans may be deleted
during construction. For this Contract, pipe bedding material shall not
be considered a major item as defined in Section 4-1.03.
Where the requirements fcr pipe bedding material is deleted by the Engi-
neer, the requirements for Class 0 bedding shall apply and all costs
thereof shall be considered incioental to the Construction.
61-3.04 CRIBBING AND SKEETING
Trench-bracing, cribbing, and sheeting is expected to be rc Aired
to prevent cave-in of the trench walls or subsidence of areas adjacent to
the trench. It shall ne the sole responsibility of the Contractor to
design and insure adequacy of cribbing and sheeting.
The Contractor shall determine requirements for and place sheetino,
shoring and other trench restraints to preclude any and W trenrh bottom
heave and to provide a stable trench bottom which w" settle. No
separate or extra payment of any kind will be made fo ,ny such sheeting
and shoring and any costs associated with such sheeting and/or shoring
shall be included in the appropriate lump sum or unit d prices in the
proposal.
All provisions of Section 61-3.04 of the Standard Spec'fications shall
remain in effect and the Contractor's attention is particularly directed
to this section.
61-3.45 B;,CKFILL:NG FOR SEiERS AND DRAINS
.,J"al bag Kfil:ing shall be performed only after insDectior, and
approval cf the installed pipe. The initial backfill material shall be
carefully hand placed in strict SubseC a taccordance
backfillwith
shallSection
not be placed until
Standard $aec;f ications.
the init'a' backfill is aooroved.
Initial _. for the PVC pipe shall be bedding material as
specifier �r�e- - -1-3.03 and shall be hand placed to at least six
(6) inches above ',-
Subsequent of the pipe.
backfill shall be excavated -aerial placed in the reriainder
^f •he t-enc� above the io+tial backfill except as specified herein,
a'derS and StreeiS: SutSec�ert bacxfiil shall Placed ;^
-,_ r._-ed c ,aches in is.se depth and each lift mec�an'.-
o at least 95 oercert of maximum density as deter-
.: -- ..-- .acti^n Co*.--I `.est specified it Se^tic
li
^.+^.arov_d Areas: Subsequent backfill shall be placed in lifts
�4. •g cx;eed 112 inches in loose depth and each I'ft CCTpacted to at
least o^ oercent of maximuT density. Unless otherwise ordered b,
raterial is not le or surcharge material art
e as backfill, bank ru,, gravel shall be used as re,uired
Bank run gravel ClasS ? (Trench) material shale be
"=cticn 26-2 of the Sta^.aard Specification for s B
avei and ;halt he util,zed it backfilling of trenches orly ^>
r-r.:•:.:. . r .^. by the Engineer.
61-3.06 COkpACTION OF TRENCH BACKFILL
The terms specified herein-'Shall considered as amendments to
Section 61-3.05 of the Standard Specifications.
EVacted
ach horizontal layer of backfill material shall be mechanically com-
paction to 95 rcn so the maximum density as determined by the "Com-
Controi Test" D m ced in Section 13-3.10E5 of the Standard
Specifications, Compaction shall be obtained by means of mechanical
tamper or vibratory compactors. Rater settling will not be permitted.
The Engineer will sample excavated material to determine suitability of
the native material for backfill use. If native material is found to be
compactable and within the tolerance range of moisture content, the
Contractor will be required to use the native material for backfilling,
The Contractor shali take any necessary steps to keep excavated material
from becomino saturated beyond the Critical moisture limits and will be
required to replace any such saturated material with bank run gravel at
his own cost and expense.
`-70'The Contractor shall ex'Vte test pits in the backfill as directed by the
Engineer for the purpose of testing the backfill compaction. At the
Option of the Engineer for the purpose of testing the backfiil compac-
tion. At the option of the Engineer, density tests may be taken on
lAll ift of compacted backfill immediately prior to placing the next lift,
duringsfield densit in ty test ction �shall th xbevconsidered astincide incidental tocaating test pis and for atheybatime
ck-
fill and shall De included in the ;:nit prices bid for the various items
involved.
If the required compaction density has not been obtained, the Contractor
co,aAactionpvegci a ba kfill from the trench and recomoact using heavier
,�,�.it the Cc_,-- t passes. This process shad be repeated
re wire -. ° ^as established a orDcecare that will Drovide the
with backfi L ^c• `y. The Co^tractor will then be permited to proceed
g and compacting the reminder of the pipeline under the
approved fil%3c ti on procedure.
In the event routine field densities taken during the course of con-
struction show the specified compaction is not being obtained because of
changes in soil types or for any other reason, the Contractor will be
required to re-establish his Compaction procedure.
In no case wit' excavation and pipe laying oDer;tions be allowed to
Proceed until the specified corpac*ion is attained.
Afill ll costs incu^-ed in performing the required compaction of trench back-
ea,h crass, siz shall he ;^Claced in the unit contract price per linear foot for
eace, and type of pipe Separate payment for backfill
"� r�paction wit! act be made as specified in Section 61-3.06A, .41 and B.
61-3.06A WATER SETTLING
Water settling will not be permitted.
61-3.07 BANK RUN GRAVEL FOR TRENCH BACKFILL
If the native material is not suitable for use as backfill, bankrun
gravel Class B shall be used as required by the Engineer. Bank run
gravel Class B for trench backfill shall be from sources provided by the
contractor and approved by the engineer, and used only when specifically
authorized and directed by the engineer. Bank run gravel if used shall
be Class B as specified in Section 20-2, unless otherwise provided, or
as specifically approved in writing by the engineer. All other pro'pi-
sions of this section shall remain in effect.
61-4 MEASUREN_,� AND PAYMENT
61-4.01 TRENCH EXCAVATION AND BACKFILL
All costs with the exceptions indicated in Section 61-5 herein
incurred in performing the required trench excavation and backfill, in-
cluding backfilling with select native trench excavated material, shall
be included in the unit contract price for each class, size, and type of
pipe. All costs of cribbing and sheeting, foundation preparation,
dewatering, disposal of excess excavated material and compaction of
backfill shall also be included in the unit contract price for each
class, size, and type of pipe.
61-4.01C EXTRA DEPTH TRENCH EXCAVATION
Extra depth trench excavation will be measured by the linear foot of
-nstalled pipe between manholes or catch basins, where the average depth
of required trench excavation between manholes or catch basins is 12 to
16 feet or 16 to 20 feet as defined in Section 61-3.01A herein.
Payment at the unit contract price bid per linear foot for 'Extra Depth
Trench Excavation (12 feet to 16 feet)' or 'Extra Depth Trench Excava-
tion (16 feet to 20 feet)' shall be full compensation for all extra
labor, materials, equipment, and excavation required to successfully
install and test sanitary sewer mains and sanitary sewer laterals over
twelve (12) feet deep.
If the aie-age depth of required trench excavation as defined in Section
61-3.01A herein, is calculated to be exactly twelve (12) feet, no payment
will be made for extra depth trench excavation.
61-4.02 BANK RUN GRAVEL FOR, TRENCH BACKFILL
If bank run gravel is required, measurement will be by the ton in
accordance with Section 26 herein.
Payment will be at the unit contract price per ton bid for "Bank Run
Gravel Class "B" and shall be ful'� compensation for the procurement,
transportation, placement, and fo- the disposal of excess excavated
trench material. The quantity shown in the Proposal is for the purpose
of establishing a unit price only; actual quantities will be determined
in the field as work progresses.
61-4.C4 FOUNDATION MATERIAL
If foundation material is required, measurement will be by the ton.
Payment will be at the unit contract price per ton for "Foundation
Material" and will be considered as full compensation for all costs of
procurement, transportation and placement, and for all costs of removal
acid disposal of unsuitable materials.
The quantity of material required is not known; the approximate quantity
listed in the Proposal is arbitrary and shall not be considered as
indicative of the actual quantity required.
61-4.07 COMPACTING EQUIPMENT
All costs of compacting equipment or its use shall be considered as
incidental to the contract.
61-' PAYMENT
Payment will be made for the following bid items:
"Bank Run Gravel Class 8 (Trench)" per ton
"Pipe Bedding Material in place at" per ton
"Foundation Material installed per ton
SECTION 62 - PIPE LAYING, JOINTING AND TESTING
62-1 DESCRIPTION
Pipe laying, jointing, and testing shall be ii accordance with
Section 62 of the Standard Specifications, except as specifically modi-
fied herein.
I
62-3 CONSTRUCTION DETAILS
62-3.01 SURVEY LINE AND GRADE
Survey line and control hubs will be provided by the Engineer,
62-3.08 PIPE JOINTING
Mortar joints will be permitted only at manholes.
62-3.09C STORM DRAIN CONNECTIONS
Where shown on the Plans or as directed by the Engineer, connections
to existing storm sewers shall be encased with Class 5 (3/4) Portland
cement concrete. All labor, material, equipment and incidental tests
for such encasement shall be considered incidental and no further com-
pensation shall be made.
62-3.10 TESTING FOR ACCEPTVCE
The testing of the Storm drain system rill not be required unless
specifically directed by the Engineer. The storm drain system will be
inspected by the Engineer. Any departures from the best construction
practices, such as pipeline misalignment, presence of foreign matter in
the catch basins or manholes, poor manhole or catch basin construction,
etc., shall be corrected by the Contractor at his own expense.
Continuous poor construction practice Shzi'. ^e cause to require complete
testing of the storm drain system, No additional payment 011 be allowed
if testing is deemed necessary by the Engineer.
Testing of the sewer system will be required. Prior to testing, the
sewer will be inspected by the Engineer. Any departures from the best
construction practices, such as pipe line misalignment, presence of
foreign matter in the sewer or manholes, poor manhole corstru.:tion,
etc., shall be corrected by the Contractor at his own expense. resting
will not be authorized until such corrections have been made.
62-3.108 INFILTRATION TEST
Should high ground water conditions be encountered, the completed
sewer may be infiltration tested. Infiltration testing shall be
utilized only when ordered by the Engineer,
62-3.10D AIR TESTING
The Contractor may, upon approval of the Engineer, employ low
pressure air testing of the completed sewer. Air testing shalt be +n
accordance with Section 62 of the Standard Specifications.
62-5_ pgyyryT
All costs of storm drain and sewer testing will be considered incidental
to the, Contract,
SECTION 63 - MA%40LES FOR STORM AND SANITARY SEWERS
63-1 DESCRIPTION
Manholes shall be constructed of pre-cast concrete units in
accordance with Section 63 of the Standard Specifications and the plans.
Type I-48 manholes have eccentric reducing cone.
63-2 MATERIALS
63-2.02 STEPS
Manhole steps shall be ccnstruc-.ad of galvanized deformed bars.
Refer to Standard Plan No. 41 for typical step detail,
63-2.08 CAST IRON FRAMES AND COVERS
In addition to this section of the Standard Specifications, cast
iron frames and covers shall conform to Standard Plan No. 42, Standard
Specifications except that, one only one-inch (10) hole shall be
provided •n lieu of the three (3) holes specified on Standard Plan No.
42. Cast iron frames and covers shall be Olympic Foundry No. 5943, or
approved equal, with no handle, and with the work "SEWER" in two-inch
(2") raised letters embossed On the cover of manholes in the sanitary
sewer system. The drainage manholes shall have the word "STORM" on the
cover.
63-3 CONSTRUCTION DETAILS
53-3.02 BEDDING
Bedding material shall be placed around the manhole up to the
elevation of the springline (greatest horizontal dimension of pipe in
cress-section`, of the connecting p -e.
63-3.10 GRADE ADJUSTMENT
Manhole over frames for new sanitary sewers shall be installed,
ti)izing suf'ic'ent cones an; rings, to allow for tenp•orary ad`ustment
to grade during construction of sanitary sewer.
..+cal adjust' ent to grade of sanitary sewer manhole covers shall be
acc."rplis�ed 3urina street construction according to Section 53,
Manhole covers shall be adjusted to an elevation six (6) inches above the
elevation of the surrounding g"ound in unimproved areas.
63-3.11 LNAONELS
Channels shall `e constructed in all sanita-y manhole Structures.
63-4 Mg4%REMEN7
Each ^arn3o e will be ^easured to the nearest )r.e.tenth (5.1) of a
foot, frp- i-vert at the outlet pipe, vertically to the tco of the
.asting.
63-5 PAYMENT
Payment for manholes, as shown on the Plans, shall consist of a
' as�c price for each, plus a unit price per vertical foot for all depth
n excess of five (5) feet. Payment will be made at the unit prices bid
"Sanitary Manhole, Basic 8 feet" per each
"Extra Depth Manhole per", vertical foot
The Contractor shall include in the unit contract prices for manholes the
cost of furii�hing all labor, equipment and materials necessary to suc-
cessfully install the manholes, including excavation, backfill, all pre-
cast components, steps, ladders, adjusting brick, frame and cover, chan-
neling, stubs, plugs, rubber gaskets where required, and all pipe con-
nections. Bedding and foundation material, if required, will be paid for
in accordance with the applicable bid items of other sections.
SECTION 64 CATCH BASINS AND INLETS
64-1 DESCRIPTION
Catch basins shall be constructed in accordance with Section 64 of
the Standard Specification Standard Plans No. 52 and No. SS.
64-2.01A FRAME AND GRATE
The frame and grate shall conform to standard plan No. 49.
64-2.018 TRASH RACK
Trash racks shall be constructed in accordance with standard draw-
ing 6-26a.1 for Standard Grate Inlet Type 1 of the State of Washington
Standard Plans for Road and Bridge Construction, 1976.
64.3 CONSTRUCTION DETAILS
The location and grade of catch ban ns shall be staked in the field
by the Engineer. Backfill around catch basins shall be compacted by
mechanical tampers in accordance with Section 13-3.10E3 "method B" of
the Standard Specifications.
64-3.01 GRADE ADJUSTMENT
Catch basin cover frames shall be installed on a minimum of two
courses of adjusting bricks or as directed by the Engineer. All bricks
shall be installed with full mortar coverage and shall be plastered to a
depth of 3/4 inch on the outer surface. Catch basin covers shall be
adjust-d to the elevation designated by the Engineer,
64-4 MEASUREMENT AND PAYMENT
Measurement for payment of all catch basins and trash racks shall be
per each, Payment of furnishing and placing catch basin Type I-C and
Storm manholes and trash racks shall be made at the respective unit bid
contract prices per each as set forth in the Proposal, and shall be full
compensation for all labor, equipment materials, including excavation,
backfill, frame and grate, adjusting the frame to final grade and all
other incidentals. Payment for Storm manholes shall also include a unit
price per vertical foot at the appropriate diameter for all depth in
excess of five (5) feet as measured to the nearest 0.1 foot from the
invert elevation of the lowest pipe to the grate or cover.
I
SECTION 69 - FINISHING AND CLEANUP FOR UNDERGROUND COMMITS
66-1 CLEANUP
Prior to acceptance of construction, the Contractor shall remove
from the Owner's property and from all public and private property, all
temporary structures, tools and equipment, rubbish and waste or surplus
materials.
After all backfill has been completed, the ground surface shall be shaped
to conform to the adjacent surfaces. General cleanup of the entire
construction area shall conform to applicable requirements specified in
Section 57 of the Standard Specifications.
All guard posts and utilities, traffic signs, fences and mail boxes which
were renoved or disturbed during construction shall be reinstalled or
replaced. Mailboxes and traffic signs shall be reinstalled immediately
after backfilling the trench.
Pipes, stakes monuments or other property markers lying within the
construct gn easement wi be referenced by the Engineer, and if said
marker interferes with construction, they will be re-established by the
Engineer, Property markers existing outside of the construction ease-
ment which are displaced, damaged or destroyed shall be relocated by the
Engineer and all work including necessary surveying, shall be charged to
the Contractor and deducted from payments otherwise due to him.
Shrubs and ornamental trees which are damaged or destroyed by the Con-
tractcr's operation and which were designated to be saved shall be re-
placed by the Contractor in species, size and grade by a healthy shrub or
ornamental tree acceptable to the Engineer, and the Contractor shall
guarartee the Shrub or tree to live for a ceriod of at least one (1)
year,
6E-2 MEASJREMENT ANO PAYMENT
U eanup and finishing shall be ccisidered incidental to cons`� ;_-
tion and all costs thereof should be included in other bid items o' the
contract.
SECTION 72 - PIPE FOR WATER MAINS
72-1 GENERAL
All pipe sizes, as shown on the drawings, and as specified herein,
are in reference to "nominal" diameter, unless otherwise indicated.
Ali pipe shall be fabricated to fit the plan shown on the drawings. One
type of pipe shall be used throughout the entire project except as
necessary to match existing piping or as otherwise specified by the
Engineer. Where relcoation of or replacement of existing piping is
necessary during construction, materials used shall match the existing,
subject to the approval of the Engineer.
All pipe, valves, fittings, and specials shall be for water working
pressure as described in the following specifications and plans and
shall conform to the requirements of the applicable sections of the
A.P.W.A. Standard Specifications, as modified herein.
72-2.02 DUCTILE IRON PIPE
Ductile Iron Pipe shall conform to ASA Specification A21.51 1971
(AWWA C151-71 Grade 60-42-10).
Ductile iron Pipe shall be cement lined and sealed in accordance with ASA
Specification A21.4-1964 (AWWA C104-64), 4" through 12" pipe shall be
1/16" cement lined and 14" through 24" pipe shall be 3/32" cement lined.
The pipe joints shall corform to ASA Specification A21.11-1964 (AWWA
C111-4). Pipe joints shall be Tyton Joint, Mechanical Joint or approved
equal, as required by the bid proposal description. Aporoval must be
obtained prior to bid opening.
Pipe thickness class shall be as required by the bid proposal descrip-
tion.
72-2.08 PIPE FITTINGS
Cast Iron pipe fittings 4"through 12" shall be Class 250, and 14"
through 24" shall be Class 159, as per ASA Specification A21.10-1971
(.AWWAC110-71).
Joints for fittings shall be Mechanical Joint as per ASA Specification
A21.11 (AWWA CIII-64).
The above shall hold true unless called out otherwise on the plans or in
the Bid Proposal.
72-2.11 SERVICE CONNECTIONS
Service line connection to the new main will conform to the Standard
Specifications of the City of Renton bound herein as applicable. The
Engineer will indicate the location for the taps on the new main for each
service to be reconnected.
The Contractor will direct tap mains for 3/4" and 1" services and use
double stay s^_rvice clamps for 1 1/2" and 2" services.
The Contractor will use copper tubing for 3/4" and 1" lines and galvan-
ized steel pipe for 1 1/2" and 2" lines.
Connections to existing service line will be with Dresser type couplings
for steel pipe and flare-type, three part unions for copper tube.
There required, relocate meter and box as directed by the Engineer. The
final installation shall conform to the Standard Detail.
SECTION 73 - TRENCH EXCAVATION AND EACKFILL FOR WATER MAINS
73-1 GENERAL
Trench excavation, backfill, foundation preparation and bedding for
the waterline and appurtenances shall be in accordance with the appli-
cat'e :rovisicns of Section 73, A.P.W.A. Standard Specifications, except
as tied herein.
The Contractor shall inform and satisfy himself as to the character,
quantity, and distribution of all material to be excavated. No payment
shall be made for material which is used for purposes other than those
designated. Should the Contractor excavate below the designated lines
and grades without prior approval, he shall replace such excavation with
approved materials, in an approved manner and condition, at his own ex-
pense.
The engineer shall have complete control over the excavating, moving,
placing, and disposition of all material, and shall determine the suit-
ability of material to be used as backfill. All unsuitable material
shall be wasted at a site provided by the Contractor.
Excavation of every description, classification and of whatever sub-
stances encountered within the limits of the project, shall be performed
to the lines and grades necessary for embankment, pipe bedding and struc-
tures, and as indicated on the drawings. Temporary drains and drainage
ditches shall be installed to intercept or direct surface water which may
affect the promotion or condition of the work. All excavated materials
not meeting the requirements for backfill and all excess materials shall
to wasted at a site provide by the Contactor.
No separate extra payment of any kind wial be made for storing,
randiing, haulinq, manipulation or waste of excavated materials.
°O'.^IOATION PRE°:RATION AND ?ED'IING
Foundation preparation shall be in accordance with the applicable nrp-
visions of Section 73, A.P.W.A. Standard Specifications, except that the
bottom of the trench must be snaped to uniformly support the bottom
quadrant of the pipe throughout its entire length.
In case unstable or unsuitable existing material is encountered at the
tren_h bottom, the engineer nay direct the use of material in accordance
with Section ?3.2.05 of the A.P.W.A. Standard Specifica"ons. Wet
'-erch conditions will not necessarily be considered as an icd'cation of
..-stable conditions. The trench shall be de-watered and an ,Inspection
-a'e by the Eng+eeer to determine the suitability of the trench material.
-.11 costs for de-watering shall be the responsibility of the Contractor.
'ne price per ton for foundation material shall be full compensation fur
W ecting the source, furnishing and placing the material as outlined in
'?coon 73-2.95.
Excavated materials that are free from mud, muck, organic matter, broken
bituminous surfacing, stones larger than 8 inches in dimension and other
debris shall be used for backfill except where otherwise regdired.
73-2.06 BACKFIL.ING TRENCHES
Initial Backfill
Initial backfill shall be placed around the pipe in layers not exceeding
eight inches in depth and each layer shall be thoroughly compacted by
mechanical tampers to at least 95% of maximum dry density at optimum
moisture content as determined by Standard Proctor Compaction Test, ASTM
Designation 0698-58T, Method D. All work •elated L the testing of the
compaction including proctor test and compaction tests shall be taken
On the pipe trench areas. The locations of the tests shall be selected
by the Engineer. If cne or more tests do not meet the specifications as
stated above, additional test will be taken as requested by the Engineer
at the Contractor's expense.
Subsequent Backfill
.All subsequent backfill under street an' shrulder areas shall be placed
in lifts not exceeding 8 inches in lone . depth, and each lift compacted
to at leas. 95% Of maximum density at optimum moisture content as
determined by ASTM Designation D698-53%, Method D. Inplace density
deter-urination shall be made in accordance with ASTM Designation
DI556-587, except as otherwise approved by the Engineer. Testing for
compactions in the improved areas shall be in accordance with the testing
as stated in the section on initial backfill.
73-2.C8 BANKRUN GRAVEL FOR Tor"^u BACtiFILL
Select trench backfill for the cioe shall consist of crushed or
naturally occuring granular material from sources selected by the Con-
actor. The source and quality of the material shall be sub ec., t,
a..roval tv tre Engineer. Select trench backfill shall meet re; re-
-ents qg- bark run oravel Class ,B,, as c�tlined in section 26-2.0: ..
Standard Specifications.
73-3 MEASUREMENT AND PAYMENT
No separate or extra payment cf any kind will be made %,^
excavation, compaction, wetting, drying, water, or processing_ �f
materials, but shall be included in the applicable unit price oa' , *or
the waterline in pla^e, complete.
Select backfill shall be placed only in those places designated b. the
Engineer.
Payment for Bankrun Gravel Class "8" 'tench) shall be paid at the dcit
price set forth in the proposal by the tor..
SECTION 74 - PIPE INSTALLATION FOR WATER MAINS
74-1 GENERAL
The pipe installation shall conform to Section 74 of the Standard
Specifications except as herein modified. Jointing shall co-iform to the
manufacturer's recommendations. Cut pipe with approved pipe saws only.
Keep pipe plugged except during actual pipe laying. The inspector will
stop work unless an approved plug is on site and available. Depth of
bury on this installation shall be 4,5'.
74-2.10 CONNECTIONS TO EXISTING MAINS
Connections to existing piping and tie-ins are indicated on the
drawings. The Contractor must verify all existing piping, dimensions
and elevations to assure prcper tit.
The Contractor shall make all connections and tie-ins under the direr,-
tion of the City of Renton Utilities Department. The Contractor must
also provide any specials required to make a satisfactory connection.
The Contractor shall be responsible for the protection of all existing
piping and appurtenances during construction, and shall take care not to
damage them or their protective coatings or impair the operation of the
existing system in any way.
74-2.12 FIELD TESTS
Hydrostatic pressure and leakage tests on the new pipeline shall be
made in accordance with applicable previsions of AWWA C-600-54T or
C603-64T and Section 74 of the A.P.W.A. Standard Specifications, except
as modified herein.
;11 equip^ent necessary to make the test shall be furnished by the
contractor, and the contractor shall conduct ell tests under the super-
vision of the engineer.
Any blow-off assemblies whic� may be required for testing shall be sup-
plied by the Contractor.
Pressure Test
Prior to acceptance of the system, the entire system shall be subject to
hydrostatic pressure testing @ 250 psi. Any leaks or imperfections
developed under said pressure shall be reredied by the contractor before
final acceptance of the system. The contrac'.ur shall provide all neces-
sary equipment and shall perform all work connected with the tests and
conduct said tests in the presence of a Utilities Department Inspector.
Insofar as practical, tests shall be made with pipe joints, fittings and
valves exposed for inspection,
Lept'age Tests
nkage tests shall be made after the pressure tests have been
satisfactorily completed on the new pipeline or concurrently with the
pressure test. The hydrostatic pressure for the leakage tests shall be
equal to 100 psi.
74-2.13 DISINFECTION OF WATER MAIN
Disinfection of the new water system shall be required prior to
completion fo the project and shall be in accordance with A.P.W.A.
Standard Specifica-ion C601-54 and Section 74 fo the A.P.W.A. Standard
Specifications and shall meet the acceptance of the State of Washington
Departmant of Health. The initial concentration of chlorine in the line
shall be 50 parts per million and this solution 'nail be held for a
period of 24 hours. Disinfection of the entire water system installed or
disturbed under this contract, including pipe, pipe fittings, valves and
appurtenances, is required to conform with the specifications stated
herein.
74-2.14 CONCRETE BLOCKING
Provide concrete blocking at all fittings and horizontal or
vertical angles points. Conform to the Standard Detail for General
Blocking herein and the A.P.W.A. Standard Details for vertical blocks.
All fittings to be blocked shall be wrapped with Vis Queen. Concrete
blocking shalt be properly formed wish plywood or other acceptable
forming materials and shall not be poured around joints. The form shall
be stripped prior to backfilling. Shackle Rods, where required, shall be
installed with the use of shackle lugs. All shackle rods shall be
galvanized or coated with two coats of asphalt varnish, Federal specifi-
cation TT-V-51a or ,I.A.N.P-450.
74-3 MEAt'iOrMENT AND PAYY=N-
The price per linear foot fc. ing tke water pipe, of size and
quantity listed in the bid schedu''e, 1 constitute full compensation
for the .ater l.ne, in place, complete, including: all pavement reTcval,
excavation, trenching, native backrill, foundation preparation,
compaction, p'pe, pipe laying and jointing; sheeting, shoring,
dewatering, connections to existing pipe, and furnishing and installing
all fittings.
Concrete hioc-ng shall be measured and paid for at the applicable
contract price, per cubic yard; payment of which shall constitute full
compensation for furnishing the material in place, complete.
Service connections shall be paid at tte applicable bid price Der each:
payment of which shall constitute full compensation for furnishinng and
installing all materials indicated on the standard details and as
necessary to complete the connection, including pipe or tubing.
SECTION 755_VALVES FOR WATER MAINS
75-175-1 DESCRIPTION
Gates Valves (3" through 12,-)
Gate valves shall be cast iron body, non-rising stem, full bronze mounter
with double disc gates. All valves shall be designed for a minimum water
Operating pressure of two hundred (200) pounds per square inch and shall
conform to AWWA Specification C-500-61 and any subsequent modification
thereof. Each valve shall be "0"nut aring type, provide with a standard
andavalvesrshall beIIOWA nd siallst lopen byl urging counter clockwise (left)
Metropolitan, Kennedy, or MdH. 2380, Pacific States, U.S.
Gate Valves (14" through 24)
Gate valves shall be of tensile strength cast iron non-rising
,
bronze mounted with double disc gates. All valves shall stem, full be designed for
fifty (bed
a minimum wa,_r operating pressure of one hundred
square inch and shall conform to AWWA Specification C- 150) pounds per
, and any
subsequent modification thereof,
The gate valve shall be for horizontal 'nstallation or, horizontal pipe,
The valves shall be equipped with bypass valves, enclosed bevel gearing
and grease case, tracks, rollers, scrappers, and a standard square oper-
ating nut which shall open by turning counter clockwise (left).
The bVa ves,valves shall
Gate Valve conform to the specifications for 3" through 12"
75-4.01 n-. -11REMENT AND PAYMENT
The 4", 6" -^�± g" gate valve assembles shall be measured and
for at ns applicable unit pace per each, in place, co-olete, which
Shall constitute fV11 com paid
sary accessories for Pensation for valve marker and all other neces-
will be aid for a complete installation, Hydrant auxiliary valves
P under Fire Hydrant Assemblies.
The 12" gate valve assemblies shall be measured and Paid `or at the
applicable unit price per each, in Place, coaolete, whim shalt consthe
tute etefull compensation for valve, bypass valve, c,ncrete vault, steos,
Installs valve marker and all other necessary accessories for a complete
installation.
SECTION 6 VALVE Ca AMBERS AND BOXES FOR WATER MAINS
76-1 DESCRI°TION FDR VALVES AND VALVE CHAMBERS
The 12" gate valve assembly shall include a Precast Concrete Vault.
-he City of Renton Standard detail for "Precast 12" Gate Valve Chamber"
is bound in these specifications.
Valve chambers s�all be in accordance w'th Section 76 of the Standard
Specifications except as modified by details bound in these specifica-
tions.
All valves sha-' have concrete valve markers with distances clearly
marked.
The concrete valve markers shall be Lundberg Concrete Co., water valve
markers design or approved equal.
76-4 MEASUREMENT AND PAYMENT
Valve chambers and boxes shall be paid for as described in Section
75-4.01.
SECTION 77 - FIRE HYDRANTS
77-1 DESCRIPTION
Fire Hydrants shall be Corey Type (opening with the pressure) con-
forming to AWdA C-504-64 with a 6" inlet and a minimum M.V.O. of S", two
1 112" hose nozzles with National Standard 7 112 threads per inch and one
4" pumper nozzle 44.th the new Seattle Pattern 6 threads per inch, 600 V.
threads, O.D. thread 4.875 and root diameter 4.61263, 1 114" pentagon
operating nut and opening by turnip counter clockwise (left). Hydrants
shall be constructe.. with mechanical joint connections unless otherwise
specified in bid proposal description.
Fire hydrants shall be of traffic type and provisions shall oe made for
drainage of barrel to protect units from freezing. Fire hydrants shall
be of such length as to be suitable for installation with connections to
piping in trenches 4 1/2' deep unless otherwise specified. Fire hydrants
shall be IONA, Pacific States or app,oved equal. Approval must be
obtained prior to bid opening.
Fire Hydrant Assembly shall include: C.I. Tee (MJxFL), 6" Gate Valve
(FLxMJ), 6' C.I. Spool (PExPE), 5" MVO Fire Hydrant (MJ Connection), 8" x
24" C.I. Gate Valve Box, and 3/4" Shackle Rod with accessories, and 2
concrete guard posts. Paint shackle ruds as specified in Special Anchor-
age of this section.
The Hydrant shall be for a 4 1/2' bury unless otherwise noted on the
Plan. Upon completion of the project, all fire hydrants shall be painted
to City of Renton specificatiuns and guard posts painted white.
The City of Renton Standard Deta'' 'or hydrant assembly and hydrant guard
posts is bound in these speci"cac ons.
77-4 MEAS'PEMENT AND PAvMENT
Fire hydrant assemblies shall be measured ar,, pail for at the appli-
cable unit price per each, in place, cc-plete which shall constitute fill
compensation for tee, valve, valve box, spool, fire hydrant, shackling,
installation of blocking, bracing, drains, fittirrs, and all other
necessary accessories for a compl-.te installation.
Payment for Fire Hydrant Assembly Type a shall also include furrishing
and installing a 12"x6" C.I. tee at the main. Payment for Fire hydrant
assembly Type 8 shall also include furnishing and installing a lC"x6"
C.I. Tee on the 10" diameter stub to property line.
•1
SECTION 79 - BLOW-OFF ASSEME Y AND AIR-VAC ASSEMBLY
79-1 DESCRIPTION
TP-li 2-INCH BLOW-OFF ASSEMBLY
2-inch blow-off assemblies, as detailed in the standard drawing
section of these specifications, shall be provided and installed by the
contractor, for all permanent locations shown in the plans.
2-inch Air-Vac assemblies, as detailed in the preceding action of
these specifications, shall be provided and installed by the Contractor
for all permanent locations shown in the plans.
19-2 MEASUPEMENT AND PAYMENT
2-irr-h blow-off assemblies and 2-inch Air-Vac assemblies shall be
measured and paid for at the applicable unit price per each, in place,
complete, which shall constitute fall compensation for all pipe,
fittings and all other necessary accessories for a complete
installation, The contractor shall be paid for all permanent
installations and all temporary assem',lies turned into the City of good
working order,
SECTION 110 - SIGNAL AND STREET LIGHTING
110-1 SCOPE OF WORK
The work to be performed by the contractor shall consist of the
furnishing of material an installation of a complete master supervised,
full-actuated traffic signal at the intersection of Linu Avenue S.W. at
S.W. 16th Street and an illumination system on S.W. 16th Street from Lind
Avenue S.W. to the East Valley Road, on the East Valley Road from S.W.
16th Street to S.W. 41st Street, on S.W. 19th Street from the East Valley
Road to Raymond Avenue S.W., and on S.W. 27th Street from the East Valley
Road to a point approximately 1,500 feet west of the intersection of Lind
Avenue S.W. - the approximate intersection of the proposed Valley
Parkway. The Contractor is advised that the scope of work incorporates
the removal of existing 400 watt sodium vapor luminaires witr�n the
Central Business District (CBD) of the City of Renton in the vicinity of
S. 4th Street between Rainier Avenue South and Main Avenue South, at
existing luminaires identified in the field by the Department of Public
Works, City of Renton. The Contractor shall reinstall 250 watt, flat
lens, high pressure sodium vapor luminaires at these CBD locations,
transport the 400 watt HP luminaires removed from the CBD to the LID
project site, refurbish the luminaires as necessary, and ins-all the
luminaires on new davit style aluminum light standards, and shall in-
stall conduits, junction boxes, light standard pedestals, and "Modified
Type D Service Cabinets" on concrete pedestals in accordance with the
Service Detail Sheets, and complete the street lighting and signal sys-
tem described herein along with all megger and other tests and the
necessary refurbishment of existin" conduit systems that are incor-
porated into this project and so designated on the Plan Sheets, and all
other work as shown on the referenced Plan Sheets or described in these
Technical Provisions, all in accordance with these Technical Provisions,
the Standard Specifications for Road and Bridge Construct4on, 1980 Edi-
tion, polished by the Washington State Department of Transportation,
all within the city limits of the City of Renton, King County,
Washington.
110-2 W.S.D.O.T. STANDARD SQECIF!CATIONS FOR STREET LIGHTING
SIGNAL SYSTEM
Installation of all portions of the street lighting system shall
comply with applicable portions of Sect ons 8-20 and 9-29 of the State of
Washington Standard Specifications for Poad and Bridge Construction,
1980 Edition.
Locations of power sources will be coordinated with Puget Sound Power 6
Light. locations described on these Plan Sheets are approximate and may
be adjusted in the field to suit changed field c-cditions. Unless
otherwise noted, luc 'naire standards and appurtenances as detailed on
the Plan Sheets and within these Special Provisions are approximate and
the exact location will be estahl ,shed by the Engineer in the field.
110-3 TRENCH AND BACKFILL
The Contractor shall supply trench as necessary for complete and
proper installation of the signal and illumination conduit.
All trenches shall be backfilled in accordance with the applicable por-
tions of the Standard Specifications and the W.S.D.O,T. Standard Speci-
fications.
Trenching for conduit runs shall be done in a neat manner and the trench
bottom shall be graded to provide a uniform grade, with a width and depth
as called out on the drawing or as directed by the Engineer.
No work shall be covered until it has been examined by the Engineer.
Earth which fills around and over the conduit shall be free of rocks
greater than two inches u; -o a depth of six inches.
When trenching is being accomplished within the sidewalk area, the back-
fill can be made with acceptable materials from the excavation and shall
be considered a necessary part of and incidental to the excavation -n
accordance with the W.S.D.O.T. Standard Specificaitons (Section 110-2),
The tamping requirements for roadway backfill shall apply. Should
native materials be unacceptable in the opinioi of the Engineer, the
Contractor shall backfill with Bank Run Gravel Class "B" (Trench).
When trenching is being accomplished within the roadway area, the top 12"
shall be select trench backfill and shall consist of crushed or naturally
occurring granular material from sources selected by the Contractor.
The source and quality of the material shall be subject to approval by
the Engineer,
The City reserv?s the right to make additions or deletions to the trench-
ing which prove necessary for the completion of this project.
Trench depth will be sufficient to alloy 24" cover over the top cond it.
The minimum width fw- the trenches will be at the option of the Contrac-
tor. Trench width will, however, be sufficient so that all of the
necessary conduit can be installed within the specified depth and mi^.�.-
mum cover be maintained.
110-3.1 MEASUREMENT
foot.Measurement for Conduit Trench and Backfill shall be by the linear
Measurement for Bank Run Gravel Class "'B" (Trem.:h) shall be by the ton.
110-3.2 PAYMENT
Payment will be made under:
(1) "Conduit Trench and Backfill," per linear foot.
The unit contract price for trench and backfill per ;rear foot shall to
full compensation for excavating, loading, hauling and otherwise dis-
posing of the native materials, for backfilling, for replacing and tamp-
ing backfill material and native material and for the restoration of the
trench as shown on the Plans or as directed by the Engineer, all in
accordance with the Plans, these Technical Provisions and the Standard
Plans and W,S.D.O.T. Specifications.
The unit contract price for Bank "un Gravel Class "B" (Trench) shall be
full compensation for furnishing, placing, compacting and a'l labor and
equipment necessary to complete the backfill of conduit trenches, or
those areas where the Engineer has determined that native backfill
unacceptable and orders the use of Bank Run Gravel Class "B" (Trench;.
110-4 CONCRETE FOUNDATIONS AND POLE LOCATIONS
110-4.1 GENERAL
Foundations shall he in accordance with Section 8-20.3(4), as modi-
fied below. The Contractor shall provide all materials for and construct
the foundations for traffic signal poles, traffic signal controller and
light standards to the dimensions specified in Table I below and in
accordance with applicable provisions contained in the W.S.D.G.T. Stan-
dard Specifications and Standard Plans J-6b and J-8. The anchor bolt
circle shall match that of the pole to be installed thereon.
All excess materials shall be removed from the constuction site and dis-
posed of at the Contractor's expense.
Concrete shall be placed against undisturbed earth if possible. Before
placin- concrete, the Contractor shall "block-out" the section
arouno .her underground utilities that lie in the excavated base so
that the concrete will not adhere to the utility line(s), Concrete
foundations shall be troweled, brushed, edged and finished in accordance
with Section 6-02.3(14)A. Concrete shall be promptly cleaned from the
exposed portion of the anchor bolts and conduit after placement. Foun-
dations for all standards shall be Class "C" Concrete and steel rebar
shall be furnished and placed as shown on the Standard Plans.
After a curing period of two weeks, the Contractor may install the
traffic signal mast arm poles or luminaire poles, as applicable.
TABLE I
Pole Type Standard Plan Foundation
Reference Dimensions
Mast Arm Signal Pole J-8 1' x 3' sa, or cia.
(All mast arm lengths)
Traffic Signal Controller See Detail Sheet
(Type P-1 Cabinet)
Light Standard J-Id 4' x 3" sq. or Ci
All concrete foundations shall be cons..-.cted in the manner sce_"
below:
(1) Where sidewalk or raised islands are to be constructs:
part of this project, the top of the foundation shall be m,.a
flush with the top of the sidewalk or island,
(2) Where no sidewalks are to be installed, the grade for the top
of the foundation shall be as specified by the Enginee,.
All concrete foundations shall be located by the Engineer in the `e. . .
Poles shall be installed so that the mast arm is perpendicular to the
centerline of the roadway from which it is stationed, unless otherwise
noted on the Plans or in the Construction Notes. The poles shall be
installed on leveling nuts and washers secured to the anchor bolts and
with locking nuts and washers on the toD of the base flange,
ng the levelingneer, The space between the
The side of
the shaft Opposite the load shall be plumbed by adjusti
nuts or as otherwise directed by the Engi concrete base and the bottom of th pole flange shall be filled with dry
Pack motor to completely fill the speace under the flange and around the
conduits and be neatly troweled to the contour of the pole flange. A
plastic drain hose (112" 0) shall be inserted through the mortar to
provide drainage from the interior to the pole base and be trimmed flush
with the interior and exterior surface of the mortar. Dry pack mortar
shall consist of a 1:3 mixture of cement and fine sand with just enouah
water so that the mixture will stick together on being molded into a ball
by hand and will not exude free moisture when so pressed.
'10-4.2-4.2 M— ---EASUREMENENT
Place.Measurement will be by the unit for each type specified, -replete in
(1) signal Pole foundatirn
per each.
(21 light Pole foundation
_._.__T per each,
(3) Signal Controller fcundation
-� per each.
(41 Service Cabinet foundation
per each,
110-4,3 PAYMENT
cation hfornit allcontract
or tr act price, per each fcundation, will be fu'.l tompec_
complete instaiiccsis Of labor, tools aa: materials for excat;on and
Plans, atipn ;^ va
accordance wi:q the TeChn;cai Provisions and
110-5110-5 ALUwIN�ES
110-5._ 1 6ENZRAL
alu^�iAll davit
ta'dards furnished under this contract shall he sown
and 9-29.6(1)B of the accordance with Section 9-29.6 1 g_ ( )
e N.S,D.O,T. Standard Specifications), with these
Technical Provisions, and the Detail sheet attached hereto.
110-5_ 2_ DESIGN
All poles and davit arms shall be designed to support a street
lighting lumina.re with a minimum weight of 50 lbs, and to withstand
p.�ssures caused by win± loads of AS miles per hour with a gust factor of
All Poles «o be fornistwc shall maintain a aini.n�T safety factor of 4,33
,"i l strength of weight load and 2.33 for basic wind presure. All
^atE-ials furnished shalt be in natural polished, aluirnum color,
110-5.3 SHAFTS
The pole shaft shall be provided with a 4" x 6" (minimum dimensions)
flush hand-note near the base designed to prevent loss of shaft strength
and provided with a matching metal cover secured with stainless steel
screws or bolts. The hand-hole shall be located near the base and on the
same side of the pole as the bracket arm. A grounding nut or provision
in hand-hole frame for accommodating a threaded bolt for the purpose of
attaching a grounding connector shall be provided on the inside of the
shaft. After fabrication the shaft shall have a mechanical strength of
not less than the temper of the alusinum material utilized for the
manufacture of the pole.
All shafts furnished for a mounting height of 35 feet shall be a round,
tapered tube or may consist of a base section of round, standard tube not
greater than five (5) feet in length with a rnund tapered tube perma-
nently welded atop this section so that the five (5) foot section and
fabricated joint shall he capable of resisting at yield strength stress
the bending ronent of the round, tapered tube at its yield strength
stress. All joints shall be flush and provide an even and clean profile.
110 5.4 ANCNOR BASE
A one-piece anchor base of adequate strength, shape and size shall
be secured to the lower end of the shaft so that the base shall be
capable of resisting at yield strength stress the bending moment of the
shaft at its yield strength stress.
Toe base sha'1 be provided with four slotted or round holes to receive
the anchor belts. Solt cover(s) shall be provided with each pole.
110-5.5 -NC`0R BOLTS
Four h•_:^. Strength steel anchor belt;, each fitted with two hex%ts
and two flat washers, shad oe furnished with the poles. Each anrhrr
bolt ;hall ce furnished with the poles. Ea=h anchor bolt sha'.1 have a
"-" bend 4" -i r.imr length, at the bottom end aid be threaded 6" mini7:;
length at the top end, Threaded ends, a'i nuts and washers shall he fiot-
yip galvanized. The anchor bolts shall be capable of resisting at yield
st-ength st-nss the bending moment of the shaft at its yield strength
stress.
110-5.6 MISCELLANEWS HARDWARE
All hardware (bolts, nuts, screws and washers -- but i.Dt including
inchor Dolts? not otherwise specifically designated herein shall be
stainless steel,
110-5.7 ALLMINLM DAVIT ARMS
All da.it arms furnished under this contract shall be aluninur. cf
the same to-per utilized for the poles described above and with t -
'detail Shea; attached hereto.
The davit style arm shall be dimensioned as noted on the Plan Sheets and
shall incorporate a 5'9" radius bend. The outer portin of the arm shall
be nearly horizontal to w degrees above horizontal and shall be fur-
nished with a 2" slipfitter with a maximum length of 8" to fit the
lu inaire specified hereinafter.
The pole end of the single davit arm tube shall be fastened securely to
the top of the shaft producing a flush joint with an even profile.
110-5.8 MEASUREMENT
Measurement for aluminum davit style poles shall be by the unit
cortrct price per each.
110-5.9 PAYMENT - ALLSMINUM POLES
Payaent for alumi%r, davit style poles shall be by the unit contract
price, per each, and will be full compensation for all costs of labor,
tools, materials for purchasing, receiving, assembling, and erecting the
aluminum poles on concrete foundations and adjusting the poles in the
field for plumb and leve', in accordance with these Technical Provisions
and Plans. Payment will be:
Alurinum Pole ` per each.
110-6 LUMINAIRES
110-6.1 GENERAL
The Contractor shall remove luminaires from the City of Renton,
Central Business District and provide and install luminaires where
designated on the Plan Sheets and these Technical Provisions.
t luminaires shall conform to Section 9-29.10 of the Standard Specifi-
cations, Luminaires and lamps to be fcrnished under this contract shall
"e the wattage indicated on the Plan Sheets and described below.
Luminaires to be ordered for this project ara 150 watt and 250 watt
sodium vapor with a 240 volt regulated ballast capa5Te of a`vol
tolerance of +10% minimum.
At the preconstruction conference, the Contractor will be advised by the
City Traffic Engineer, City of Renton, on matters regarding:
(1) removal of 23, (twenty-eight) 400 watt sodium vapor luminaires
fro,i S. 4th7treet, Central Business District,
i2) the re- installation of new 250 watt sodium vapor luminaires on
S. 4;h Street at these loraiions by the Contractor.
She 26. (twenty-eight) 400 watt luminaires removed from the CBD of the
City of Renton will be re-installed by the Contractor on poles provided
ay the Contractor as described herein, in accordance with the Plan
Sheets, within the iilariration system enco^passed by this LID project.
The City Traffic Eng!neer will be responsible for flagging all luminaire
Poles within the CBD as a means of identifying the affected poles and
wbe ill also define the permissable working hours when the Contractor will
affic
traffic willed to interrupt
be aintainedrwithinw the iCBDhbetween the hoursnofpurposes,
6:30-9:00 a.m.
3:30-6:30 p.m.
To the extent feasible, the Contractor s operation shall be one-side-at-
a-time on S. 4th Street.
110-6 2BALLASTS
Section of the W.S.D.O.T. Standard Specifications shall be
modifiedd b by thea following:
Ballasts shall be 240 volt regulated output high power factor units
which will accept a voltaoe reduction of 45% before lamp dropout
occurs. Ballasts shall be pre-wired using °fast-en" pressure,
clamp-type terminals.
110-6.3 LAMPS
Lamps to be furnished under this contract shall be 150 watt and 250
wat sodium vapor with a 16,000 and 25,000 lumen minimum rating respec-
tively. The minimum rated life of the lamps shall be 24,000 hours.
110-6.4 MEASUREMENT AND PAYMENT
Measurement and payment will be made under:
(1) "CBD Luminaires, remove and replace", per each.
(2) "LID Luminaires, furnish and install", per each.
The unit contract price, per each, shall be full material compensation for all
, labor, tools and equip" -it necessary to complete the work
including the connection of all conductors and testing of the system.
Included in Payment Item 1 is the cost of refurbishing the CBD luminaires
for re-use in the LID project and transporting the refurbished lumi-
naires to the LID project site.
Incidents'. to the unit bid price for Item 1
and traffic Cr .trol wi is the cost of all flagging
thin the street sections of the Central Business
District, City of Renton.
110.7 CONDUIT
110-7�ERAL
The Contractor shall provide and install all conduit and necessary
fittings at the locations noted on the plan sheets.
Conduit to b
below: e Provided
and installed shall be of too types as
(1) schedule 80, extra
67a. shallwall indicated
heavy
raveled
u e
Portions eofwthe Voadwanduiter VC cisft0mbegPto ASTM raD1I
(?) Schedule gs_
shall be used heavy wall PVCed under the
de
orming t
li the
Cond
it is 0 ASTm
�ecomnendJointa e shall lon 'be mad travel d PortionsuofConfthetroatle dyaced ouDts�de6or
e ons regdrdine with strict compliance
110-7, g cement used tp t
? MEASUREMENT and envir he manuf
Measur onmental Conditioturer�s
installed, anent and Pd 'lent
D PAYMENT Conditions.
determined in the f conduitWill Payment field be by the linear foot
(1) er: of constru�*in,
"Conduit, Schedule 40
(2) .,Conduit, Schedule
110- du a 80, �"', per linear foot.
8`ION BOLES _ Per
I10- �1 —PULL BOXES linear foot.
g 1 GENERAL
and at thehontracior shall }
locations specifiedProvide
o
Junc in s t the attach junction box
WeS D 0. aSdeDesioneCpasvio d and installchetl P1 es Of l Sheets•
Plans and Deta+ the type
ed for this Pr
The inscriPtioncort'theionsersta Bard Planshand Plans
and
Shehallecc of rml 6=
below, and _
(1) of all
unction boxes e2s
,Street Lightin shall be as indica-ed 9nals" g" and
Signal "Traffic Signals
circuit fu ctionsree alighting c:rcuiOr "
signal
e 9v ado conduit, vehicle -rconn is and 0�ghtin9 and
(2 � afi )' cle and/or Pedestrl COPsdetectore Or tore
or more si'Tr c Signals'. or ��s an gnat funct ions,
e
f��tifut"a signajcuit `unction alt xcl
used e
Inscriptistrons on ons, service) conduit, Vehicle and/oOnterc nActs'vely for
loop detene
ee, l; functi estrian signal the Project. 1p9. traff ic�j gnalboxcs pp yo hm�s hallthe
be cons isten tt function
l'e'
gn%4
All junction boxes shall be installed in conformance with provisions
contained in the W.S.D.O.T. Standard Specifications and Standard Plan J-
3a.
110-8.2 MEASUREMENT AND PAYMENT
Measurement and payment will be at the unit price "per each" for the
type specified, complete and in place.
(1) "Design 8 Junction Box," per each.
(2) "Design C Junction Box," per each.
The unit contract price, per each, for "Design 8 Junction Box," or
"Design C Junction Box" shall be full compensation for furnishing same
and for all costs of labor, material, tools, and equipment necessary to
provide and install the junction boxes including excavation, backfilling
and compaction all in accordance with the Plans, these Special Provi-
sions, anc the Standard Plans and W.S.D.O.T. Specifications.
110-9 CONDUCTORS - ILLUMINATION
110-9.1 GENERAL
Wire conductors for the street lighting circuitry shall be 600 volt
single conductor, #8, stranded, copper, insulated with 5/64" THW grade
plasticized polyvinyl chloride compound or approved equal. The wire
conductors inside the street light standard from the quick disconnect
fuse to the luminaire head shall be 600 volt two conductor, standard size
#12 AWG, type UP.
The wire conductor for the street lighting grounding system shall be 600
volt single conductor #10, AWG stranded bare copper.
110-9.2 MEASUREMENT AND PAYMENT
Payment for conductors - illumination will be at the unit pr'Ce, Der
1,000 feet. Payment will be under:
(1) "Conductor - Illumination #8 AWG", Der 1,000 linear feet.
(2) "Conductor - Illumination -12 AWG", per 1,000 linear feet.
(3) "Bare Ground Wire 010 AWG", per 1,000 linear feet.
The unit contract prices for conductors, size as noted, shall be full
compensation for furnishing and installing all conductors and supplying
all labor, materials, tools and equipment necessary and/or incidental to
the construction of the complete illumination cable system, The Con-
tractor is advised that this pay item shall also include all tests to be
conducted prusuant to Subsection 8-20.3(11). All additional materials
and labor, not shown in the Plans or called for herein shall be provided
in accordance with Section 8-20.5.
110-10 FUSES
110-10.1 GENERAL
Fuse holders in the light standards shall be a waterproof Quick
disconnect type with installation in accordance with Section 9-29.23 of
the Standard Specifications.
110-10.2 MEASUREMENT ANO PAYMENT
Measurement and Payment will be made at the unit contract price,
"Fuses, per each."
The unit contract price for "Fuses, per each" shall be full compensation
fur furnishing all labor, materials, tools and equipment necessary
and/or incidental to the implementaion of the fused illumination system
and shall be complete,
110.11 ,ERYICE/CONTROL CABINET TYPE "D" MODIFIED
110-11.1 SERVICE, GENERAL
The electrical services shall be Type "D" Modified 120/240 volt,
with approriate number of lighting circuit breakers as per service
details. Service connections shall be connected at locations as noted on
the plans. The Contractor shall verify the Service location and coordi-
nate service activities with Puget Sound Power & Light Company,
110-11.2 SAFE WIRING LABELS
The Contractor is advised that safe wiring labels required by the
State of Washington, Department of Labor & Industries, shall apply on
this project.
The street light contactor cabinet shall have the following qualities;
1. Fabricated from cold rolled sheet steel, 12 gauge exterior, 14
gauge interior, welded by wire-fed inert gas.
2. All welds to be ground smooth.
3. Hinges shall be continuous concealed piano type.
4. No screws, rivets or bolts shall be visible outside the
enclosure.
S. The cabinet shall have approximately dimensions as shown on
the detail sheet.
6. The finish on the cabinet shall be a factory prepared baked-on
ena-el, white in color,
The following item shall be features in the light cabinet:
I. Main circuit breaker.
2. Branch circuit breakers. (For number required, see Service
Detail.)
3. Utility plug (120 volt - 20 a:.p rated) with GFI.
4. Lighting control test switch (120 volt - 15 amp rated).
5. Contactors.
6. Photo-cell.
7. 7-day (solid state) time clocks.
8. Elapsed time meter (non-resettable - 99,999 hours).
9. Thermostat (40 degrees F. closure).
10. Strip heater 100 watt.
Refer to Section 9-29.11(3) of the Standard Specificat'ons for general
requirements.
110-11.3 PHOTO ELECTR!C CONTROL
The street light circuit shall be controlled by a combination of z
Photo-electric cell mounted on the cabinet with remote control relays as
per photo-electric detail on these Plans.
The photo .ell to be furnished and wired into the luminaire as past s
this cc"'act shall be an extenal pLg-in devic.,, rated to operate on
120/240 volts, 50 HZ, shall be capable of controtl 'na a laip load of
1,000 watts and shall be wired for Paster control.
110-1I.4 LIC4T CONTROL UNIT
Shall be as shown in "Typical Service,'Control Detail" in these
Plans.
110-1'.5 SERVICE WIRING TO UTILITY POINT
The service wiring between the service panel and the serving
utility vault and/or other service point as requested by the serving
utility shall be incidental to the unit co^tract price, "Service/Control
Cabinet, Tyce 0 - per each".
!IC-11.5 '0EASUREMENT AND PAYMENT
Measure-ent and oarent shall be at the unit contract price
"Se•vice/Control Cabinet, Type D, per each" and snail be full
cenoensation for all elements as specified ender Subsection
the U.S.0.0.T. Standard Specifications.
SECTION 111 TRAFFIC SIGNAL
,11-1 GENERAL REQUIREMENT`:
The work to be performed by the Contractor shall consist of the instaT'a-
tion of a traffic signal at the intersection of S.W. 16th Street and Lind
Avenue S.W. The traffic signal. controller shall comply with adopted
City of Renton Controller Standards and shall be compatible with th
City's Multisonics master. An interconnect conduit with pull wire shall
be installed to the south approach of the existing Lind Avenue over-
crossing of interstate 4o5 but r, extension or interconnection will be
required at this time.
The work shall include the furnishing and installation of the traffic
signal controller, cabinet, orripheral equipment, induction loop detec-
tors, loop amplifiers, traffic signal poles with mas' arms, traffic
signal heads with back plates, pedestrian signal heads with pedestrian
push-buttons, signal pole mounted overhead high pressure sodium vapor
luminaires meeting the requirements as described elsewhere in these
Special Provisions, providing electrical service to the traffic signal
system, and checkin< out the final system all in accordance with these
Technical Provisions and the Standard Specificaticns for Road and Bridge
Construction published by the Washington Highway Commission, 1980 edi-
tion. Construction standards shall be those adopted by the City of
Renton and, where otherwise indicated, Standard Plates published by the
Washington State Highway Commission, publ+,cation M21-01(HD).
The entire r gnat system complete with detection, electrical service,
and pole top mounted luminaires will be compensated at tke lump sum
contract price, "Traffic Signal system, Complete'.
111-1 STANDARDS
lh4 traffic signal system snail be installed in accordance with
Subsection 8-20 and 9-29 of the W.'.D.O.T. Standard Specifications,
apolicable subsections.
111-2 FOUNDATIONS
Foundations shall be in accordance with Sectior 8-20.3(4) except
the Class 3 surface finish spe.if4ed therein shall be revised to Class 1.
111-3 CONDUIT
Subsection 8-20.3(5) shall be modified to provide for the installa-
tion of plastic conduit. The conduit "Schedule" shall be as prniously
described. Conduit installed as a part of the signal system shall be
jncidental to the lump sum contract price.
111-4 SIGNAL HEADS
Signal heads, complete with back plates and tunnel visors, shall be
provided and installed in accordance with Section 9-29.16 and a"ropri-
ate subsectiens. Optically prograpred signals *+11 not be pro0 ded.
Back plates shall be installed on all traffic signals. Traffic signal
heads shall be painted 'Traff:c Signal Yellow" in accordance with the
City of Renton Standards.
Vehicular traffic signal mounting hardware will be the "Top Mount Plumb-
izer" type as shown on Standard Plan J-6b.
111-5 SIGNAL HEADS - PEDESTRIAN
Neon grid pedestrian signal heads shall conform to Subsection 9-
29.20(2) excrot the display will be the ir'ernational symhol.
At the Contractor's option, pedestrian signals may be mounted with the
C,ar". Shell" type of mounting in lieu of the bracket mount described
under Subsection 9-2g.'_7.
111-6 PEI'FSTRIAN PUSH-BUTTONS
Pedestrian Push-buttons shall be i- 4ccurdance with Subsection 9-
29.19.
111-7 TRAFFIC SIGNAL CONDUCTORS CABLE
All traffic signal conductors and cab.e shall be provided and
installed in accordance with Subsection 9-29.3.
Detector "Home Run" conductors shall be Belden, Beldfoil 88720, or
equal, with N14 AWG conductors, stranded (19 x 27). Cable shall have
polyethylene insulated copper conductors, an aluminum polyester shield,
a tinned copper drain wire and a chrome vinyl jacket.
111-8 GROLVIDING OF SERVi
The grounding of electrical service for the traffic signal system
shall be in accordance with state and local codes and the adopted stan-
ddrds of the serving utility, Puget Sound Power 8 iijht. This service
will include a ground rod, at an associated circu`.ry, at a minimum.
All service ocricheral materials shall be incidental to the Li^ip sum
contract m d price for the traffic signal system. The Contractor will
provide fer all service cables and connections to the vault, as acted on
the Plan Sheets.
111 '.2 GROUND - SIGNAL POLES
All poles shall be grounded. Grounding of the traffic signal system
shall be incidental to the lfmp sun contract price.
111-9 JUNCT'ON BOXES
Junction boxes associated with the traffic signal project shall be
Provided in accordance with standards previously described (Section 110-
8). The cost of junction boxes associated with the signal syste7 ;hail
Se incidental to the lun.p sum contract price.
111-10 VEHICLE DETECTION
Vehicle loops shall be installed in accordance with the Plans,
Standard Plates, and Special Provisions. Loop detection amplifiers
shall be in accordance with Subsection 9-29.18, 9-29.18(1' applicable
portions, and will be incidental to the lump sum contrct T ice.
111-11 TRAFFIC MAST ARM SIGNAL POLES
The Contractor shall provide and install traffic signal mast arm
poles as specified herein. Poles shall be standard manufactured catalog
items and will be galvanized.
The mast arm pole shall consist of a round tapered steel shaft, signal
mast arm and attchment, street light mast arm and attchment !where speci-
fied), anchor bolts, nuts and washers, and associated pole nardware.
The length of mast arm, height of pole and size, spacing of signals and
other appurtenances shall be as shown in the Plans.
All parts shall be galvanized after fabrication per ASTM A-123, except
ac,.or bolts, nuts and washers shall be galvanized per ASTM A-153.
SECTION 112 TUFFIC SIG!;AL CONTROLLER
112-1 GEi%EPAl
The traffic signal controller to be furnisned and installed shall
be an expandable six to eight phase, fu'.'y-actuated, volume density,
modular, solid state, digital-timing device. The unit shall operate on
120 volt, 60 cycle, single phase alternating current and shall use the
power line frequency as a time base. The traffic signal controller sha'.'
meet the requirements of the National Electrical Manufacturers Associa-
tion f'.EMA) Standard Publication No. TS 1-1976.
Components such as resistors, capacitors, diodes and transistors shall
be individually replaceable :tilizing aopro, .d standard solering tech-
niques. Integrated circuits shall be mounted in sockets and shall be
easily replaceable without soldering.
The traffic signal controller shall be capable of interfacing with the
Multisonic real time, master computer. the controller shall be capable
of both on-line operation (control by the Multisonic Master Computer)
and standby operation. The controlle- shall establish the sequence of
signal phases, 'nc'.uding nverlaps, in conformance with the Signal Phas-
ing Diagram on the Plans.
112-2 OPERATIONS
112-2.1 ON-LINE OPERATION
When operating through the on-line master computer (Multisonic Mas-
ter) the controller shall be capable of operating either in a fixed time
mode or in a folly-actuated mode with volume density on each phase as
squired. All clearance timing and pedestrian timing shall be accomp-
'i'"d at the local intersection.
112-2.2 STANDBY OPERATION
For the standby operation, the traffic signal c, troller shall
include all circuitry required to provide all timing and all ` :ions
for signal operation in a fully-actuated mode. Standby operaticnV shall
automatically occur upon open�ng of interconnect lines, failure of cen-
tral master computer, or when specified by the master. The standby
operation shall follow and be _oincider,tal in phase to that phase being
displayed at the start of standby operation. Transfer from computer
supervisicn shall ,-:t call up a starting yellow.
112-3.3 CONTROLLFR FUNCTIONS
All timing functions and input and output features for fully-actu-
ated, volume-deity operation shall be provided in acrordance with NEMA
Standard TSI-1976.
The controller shall prr ide for setting each timing interval by means of
positively calibrated settings. The timing functions shall be on the
front of the ccntroller un •. Timing functions shall be color coded and
shall be easily ;^ ntifiat7e.
112-4 AUX,`,IARY TRAFFIC S1GNA,
CONTRJ EQUIPMENT
112-a.1_ FLASH UNIT
Flash unit shall be a tw0alternatel yat capable of switching loads
UP to 100 watts per circa
minute Per circui-,, Plus or minus two flashes a rate of 60 flashes be Solid State. Per minute, Per
The nut shall
112-4.2 FA"L SAFE UNIT
The fail safe unit shall monitor both the positive and negative
Portions of the A.C. Sine wave for all green, amber and pedestrian w„v
indications, The duration of a display of conflicting indications shall
not oe lonr enough to be visible to motorists or
monitor initiates flashing operation. Then pedestrians before Lion that the monitor has pre-empted normal operatlione a visual indicae
112112-4NCy VEHICLE PRE-EMPTION UNIT
Emergeocy ides r Pre-emption shall be furnished either as scaarate
units or as modules Plug directly i
1.Pre-emotion system operation shall be tqt the con roller
e. The
Op ticom system which the CITY p oatible with the 3MSCompany
capable of being activar 0 Ra.ie t is currently using and shall be
activated by the $a-se transmitters.
When a pre-emotion detector detects an em<r
dirSelectly toctor hthathold
has the controller n required phase or
gency vehicle, the phase
P observing all clearances. The phase selector
nce
shall hued the the roller in the phase selected until the detector ator
longer detects the emergency vehicle. When the Phase selector is no
sp on din; to one de lector, it shall not respond to any other detec nor
until calls f,om the first detector ra�cot satisfied. The phase selector
shall have achuphase Pulse rates for controller advance and
advance on each phase. Indicator lights shall indicate power on, signal
being received, ciiann<_1 colt yellow
shall control syst>_7 Power and sand tat=nce circuit operation. Switches
112-4. CCM detector rails for each phase.
P)TER I" FAf
----ce coin : 4 E UNIT
Interface loon,.- a[ion devices s all be furnished either as sepa-
rate units or as .,lees that plug directl into the
The communication 'evices shall be used for'-.-_ifne case•
the intersection and shall be capable of tray controller
signal stairs inferControl of
-ation and receiving and decoding comnpll detectoat...
front the c ,fitting all detector io,
Multisoni omputer ail in conformance and within the capability of the
master computer unit and the interconnect cables.
event of �qss of signal fran the moaster cumouter, the interface coin 'he!
cation device shalt In h
ause the controller to revert to standby operation,
dngedThe communication device shall employ the latest state-of-art atiod-
econaigcommunicationg technologies in order to provide for the bi_
din
master computer and *he intfdata'oan, .a,mand irformaticn between the
I12-5 ACCESS E_ IF^'_NT
112-5 1 FAN
The cabinet shall have a filtered air intake
air intake filter shall be -gable of impeding £oral n
dust, tint, and a vent fan. The
therm etc. Control"l" f„n shall be in the top of bodies,
ostatically controlled, the cabinet ha d
112-5.2 POWER SWITCHES
There shall be a m
render all control ain power switch inside the shall
shall be a cor.tr equipment electric cabinet that
'oar switching o11p power switch that electrically when turned off, There
r
cPeration ♦or devices electrically dead whileder the maintainin roller and
devices, purPcses of changing controllers 9 flashing
or lead swiaching
I12-5.3-E BYPASS$_ SWITCH
There shall he a switch in the cabinet identified as as 'he stop time
bypass switch, If the intersection is placed on
either by the flash switch Or the fail =
""latelysa,e monitor, the lcontroller rshall
time from het[ontolleriand stop time bypass swithc shall remove stop
intersection remains in flashing
normal cyclinge
9 Perrtion. Ct oration while the
112-5.4 DETECTOR TEST
SWITCH
Each veb;c,-
return! detector testdswltch Pdestrian phase shall have a momentary
tail on its respective signal phase.depressed, the swithc shall 'Pring
Paced
112-5.5 CONVENIENCE OU
TLET AND LAMP SOCKET
A convenience out
P-otected with
imandesocenihwld"P socket stall De =urni a ground interrupter Switch for , shed in and in,
by a circ tame shall be provided. This Circ pit is hall ibe t.
u t breaker rated at 20 amps.
I12-5.6 A.*
NPU7 L_NE FILTEPS
A Cornell-3ubiler _racio interference filter NF iO-01-1 30 a.ss or
ep"''ete�a shall be uses toisiIter the A C Additionally, all
Pa»er supplies shall have Power, V
cabin y fron.Power. Addition ll
devices within the
112-5.I $.q E PROTECTOR LIGHTING ARRESTER
shalITprotecthe r.ryeer shall have an in•.
damage the [ controller input fro,, voltage Burg' Protector z�,t g ont. slier }r any of its co^pone is volt surges that
:12-5.8 FIELD WIRING TERMINAL
There shall be a terminal strip far wiring in the contrp))>.
net• The ten^ni na,s shall be numbered 'n att or dance w+
the icab�ne*tea^ on Cry, plans. numbers different with sgstemeis$
* wt^'ng, that, t7t
shall label each termina'
cabinet wiring schematic drawings shall include the field wiring numbers
where the terminal strip is illustrated. A common bus bar with a minimum
of 15 terminals and a ground bar with a minimum of 6 terminals shall be
pri,v i ded.
112-5.9 SCHEMATIC AND MANUALS
The controller cabinet shall have a waterproo' envelope with a side
access attached to the inside of the cabinet doter. At the time of
delivery the envelope shall have four complete sets of schematic and
manuals for all assemblies and sub-assemblies.
112-6 IDENTIFIrATION
Every module or device shall have affixed thereto permanent name
tags or name plates stating the component's function within the com-
posite signal control system,
112-7 TRAFFIC SIGNAL CONTROLLEP 'ABINET
112-7.1 GENERAL
A weatherpro:.f type P-1 outdoor cabinet shall be furnished and
installed it accordance with wSDH Standard Plan 1-6c and Detail Sheet.
The cabinet shall have a shelf or shelves of sufficient size to easily
house the traffic signal controller, auxiliary control equ`pment, and
cabinet wiring without utilizing the floor of the cabinet. The cabinet
shall be clean-cut in design and appearance, and shall have a metal etch
primer coat unde• the finishing coat. Finish paint shall be a durable
aluminum or hammer+one gray, or similar in color, capable of preventing
rust for at least five years. All manufacturer's wiring and field wiring
shall be reatly harnessed.
112-7.2 MAIN DOOR :SN9 POLICE PANEL
The main door of the cabinet shalt include a two position bar stop
and shall be secured with a Corbin. Type 2 Lock. Tne main door shall also
contain a police door with a conventional police lack. inside the police
oanet there shall be a signal on-off switch which shall prohibit any
signal display in the field but will allow the control equipment to
operation when plced in the "off" posit`on. A second swithc shall be the
Auto-Flash switch. when placed in the "Flash" position, controller
powe" shall remain on and controller shall stop t`-,e dependent on switch
setting on the auxiliary panel described later.
112-7.3 AUXILIARY PANEL
The auxiliary p+nel shell contain ar, Auto-Flash switch which when
placed in the "Flash" position operates as the switcn in the police panel
except that it shalt not stop time the controller. A second switch shall
be a Controller Power On-Off switch. A third switch shall be the Stop
Time switch and shall be a three position switch. Doe position shall
cause the controller to stop time when the Polite Panel Flash switch is
in the "Flash" position,. The second position shall not stop time the
controller with the police 'anal flesh switch and the third position
shall apply a constant stop time cc-nand to the controller.
r�
112-7.4 SA."FTY YDNITOR INTERLOCK DOOR SWITCH
A Safety Monitor interiock door switch shall be provided which wil
allow the controller to function normally with the safety monitor
removed and the cabinet door open. When the door is closed with the
monitor removed, the intersection shall be placed in a flashing opera-
tion.
112-7.5 TE' EPHONE JACK
A standard telephone jack shall be provided in the cabinet for the
teleohone receive- and transmitter for voice ommunications As part of
the COT%Micdtion system. The telephone Jack shall be wired so that a
telephone receiver and transmitter will operate using the traffic signal
interconnect cable. The telephone receiver and transmitter need not be
provided at this time.
112-7.6 TRAFFIC SIGNAI CONTROLLER ASSEKLY TESTING
The Traffic signal controller assemblies, including the traffic
signal controller, auxiliary control egipment, and cabinet shall be shop
tested to the satisfaction of the Engineer. Testing and check-out of all
timing circuits, phasing and signal operation shall be at the City .f
Renton signal Shop. '•'e signal shop will make space available to the
Contractor for the required test demonstrations. The Contractor shall
assemble the cabinet and related signal control equipment ready for
testing. A complete demo-stration by the Contractor of all integrated
components satisfactorily runctioning shall start the test period. Any
malfunction shall stop the test period until all parts are satis-
factorily operating. The test •tiali be extended until a minimum of 72
hours continuous satisfactory .erformance of the entire integrated
system has been demonstrated. The demonstration by the Contractor to the
Engineer of all components functioning properly shall not relieve the
Contractor of any responsibility relative CD the proper functioning Of
all a`arestated control gear when field installed.
112-L LUMINATIDN SYSTEM ON SIGNAL POLES
Underground conductors for the 240 volt street illumination circuit
shall be stranded copper, TJw grade with 600 volt insulation of the sizes
noted on the Plans and Wiring Schedul. . Wire conductors inside the pole
from the street light to the fuse shall be copper 6PD volt No. 12
F.W.G. 2/c w'th ground.
Where splicing of the street lighting circuit is to be made in the
Junction box, the splice kit shal consist of a pressure type Jevice where
the connection of the wire to the kit is achieved by crimping or by a
compression bolt. No twist-on type connectors shall be allowed. 4fter
the kit has been installed, all exposed surfaces of wire and kit shall be
covered with a clear epoxy to form a water-tight seal. Materials used
for the splice kit shall be compatible with the wire material.
Il'uminatiV on signal poles shall be incidental to the lump sum contract
gripe for signal system, complete.
112-9 UTILITIES
Section 1-07.17 of the Standard Specifications is hereby supple-
mented by the following:
It shall be the responsibility of the Contractor to conduct the
utilities in the contract area to verify the loca•ion of the utili-
ty's facilities.
The Contractor shall notify the One-Call U-ilit Center (682-5464) not
less than 48 hours in advance of—'renching an or—digging, Further,
o.ner potential utilities in the proxi,r+ty shall also be notified if not
cc-ered by the "One-Call utility Center".
Any damages or breaks to existing utilities will be the responsibility of
the Contractor and must be repaired immediately. All repairs rust be
inspected before covering. The Contractor's attention is drawn to Sub-
section 1-07.14 of the Standard Specifications. This subsection shall
be amended to incorporate the City of Renton.
112-10 LOCATION
The Cmtractor shall adjust lccations of poles, plus or minus 2
feet, to clear existing utilities. If such adjustment is not sufficient
to clear Wi Tties, the Engineer shall restake pole locations at the
request cf the Contractor and such revised locations will not alter the
unit bid or l�wp sum Sid prices.
112-11 FiELC TESTING
Before final acceptance, the Conn :or shall field test the
installation in accordance with Section 8-20.3(11). Costs for perform-
ing these tests and correcting the fa;lts shall be at the Contractor's
expense.
112-13 .:,RR..A'JIES AND GUARANTE S
The Contractor shall surrender to the of Renton any warranties
and/or guarantees acquired by him as a nor7al trade practice in connec-
tion with the purchase of any materials or items used in the construction
of the traffic signs' end lighting system(s) included ,n this project,
112 '4 SOURCE AND QUALITY OF MATERIALS
Regulations and codes, standards, materials, and equipment lists
and drawin;s shall be in accordance «ith Sections 8-2o.1(1), 8-20.1(2),
8-20.2(11 Of the Standard Specifications. The Contractor will not be
required to submit letters from luminaire manufacturers regarding larip
socket positions as noted in subsection 8-20.2(i), paragraph 1.
112-15 TRAFFIC CONTROL.
All costs in connection with the protection of vehicular as well as
pedestrian traffic shall be considered incidental to the work involved
and unless otherwise noted shall be 'n-luded in the lump sum bid price
item "Traffic Control" f0 this project.
Traffic control operations to be used during pro-
construction of this
je-t shall be in accordance with Section 1-07 the Standard Specifi-
cutions. .23 of
Tand raffic mov,Tent shall be herein defined as applying to both vehicular
novemena shall bc traffic.
maintai maintained a During
s ear normal all phas2s aS construction, traffic
access - ail be maintained at all times to adjacent pproperties OutsideReasonable
the right-of-way line. All roadways will be open to traffic during peak
traffic periods, 6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.
Payment for "Traffic
of the Traffic Control"
re-tamping Portion will exclude that associated with the CBO
project.
may b The estimated lump sum for traffic
3.
control e modified in accordance with Section 1-07.23(5), paragraph
11C-16 EXISTING IMPROVEMENTS AND RESTORATION
Further to the requirements of Section 8-20.3(3), any existing or
newly constructed improvements, including (but not limited to) roadway
Pavement and base material, concrete, curb, gutters and sidewalk, land-
scaping, underground utilities and earth grading that are disturbed by
the Contractor's operations shall be restored to their original condi-
tion by the Contractor at his expense unless otherwise agreed to by the
Engineer. Any unused or discarded Debris shall oe removed
from the
Lancet right-of-way or adjacent private property(s) before final accep-
112-17 TURu ON - SIGNAL
The Contractor shall not turn on the signal visible to any traveled roadway without the ac sysb or part thereof
accompaniment of the thereof
Engi-
neer or his duly authorized representative. The Contractor or his duly
authorized representative shall be present at such turn-on time, with
materials and tools necessary to correct any malfunctions which occur.
All signal heads that re not operating shall have the complete unit
covered in accordance with the M.U,T.C.D.
112-18 AS-3UILT C';AWINGS
Upon comdletion of the pro,iect, the Contractor shay furnis "As-
,a drawings in accordance with the
8-20.3(17) except for the CBD
lighting revision portion of the project.
. f
ayf I
dog
� V
and fications
Spec'
® �� � Improve
M
I
CITY OF RENTON
ADDENDUM NO. 1
t TO THE CONTRACT D000*NT FOR
` L.I.D. •314 - EAST VALLEY ROAD
TO ALL PLANHOLDERS:
You are hereby notified of the following changes, additions, ueletions anc
corrections to the Contract Documents, Specifications, Proposal and Plans
for the City of Renton ^-.I.D. #314 Street improvement Project,
Plans
1, S.N. 27th Street is to be realigned west of Springbrook Creek. Tne
realignment consists of snifttng the roadway southerly 4f feet. finis
-ealignment will require additional bark run gravel, Class "B", set-
tlement platforms, surcharge excavation and other miscellaneous items
all of wricn will be pain for based on the unit prices in the bid.
.. East Valley Road from approximateiy Station 72.00 to 92a00 will be
shifted westerly four feet, This <rif• w,ll resalt in minor quantity
changes all o4 which will be paid to, tried on tV�e anit prices in the
b ic.
' J. Tne 60" storm line in S.k. -vtr. ',trest west of Lind Avenue S.W. may
be redesigned so that it is located ri rth of the rtnterline. Any
sc•iece restoration in unpao d %�.a' >i.s5iciated witn this redesign
snc,:lu ue incorporated ,^ th, �i price for Finish and Clean-up.
Also minor quantity changes will be paid for t,sea on the unit prie.-
in the biu,
i The Contractor snould cons der when b wcir.y the possiulity of o uele,
of up to six months in securing access to that portion of S.W. }7ti
Street west of Springbrook Creek. if access to this purtiun of tin
project is delayed, no additional compensation will be Palo 'aced w
the delay,
' Deleton
1. S.M. 19th Street west at Lind Avenue S.N., except for tre 60" Starn:
drain and appurtenance, may not be built. if these improvements are
not irstdlled, the lue of the projtc! will be reduced based upon
t the reouCtion in big itics at the unit prices in the bid.
.. Delete Item 13, So, A-3 a,,c Item 16, Schedule B-4. Continuous
ground wire shall not oe required.
Delete .ter 23. Schec,le A-1 anc Ite❑. 25, Schedule B-1 (Remove ano
Relocate Existing Siq,.s .
J�Q
CITY OF RENTON 2�
ADDENDUM NO, 2
' TO THE CONTRACT DOCUMENT FOR
L.I.D. �314 - EAST VALLEY ROAD
TO ALL PLAtIMOLDERS;
' You are hereby notified of the following changes, additions, deletions and corrections
to the Contract Documents, Specifications, Proposal and Plans for the City of Renton
L.I.D. b3)4 Street Improvement Project.
SPECIFICATIONS
' PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
The ran r,ur policy 1 ;-.its of such insurance shall be as follows: The amount of coverage
shall not be less than $1,000.000 for bodily injury, includinq death, to any one person,
of not less than 51,000,000 for each occ Lrrence; and property damage of not less .ham
SI,000,000 for each occurrence. In addition, an umbrella coverage of not less than
55,000,000, this limit shall apply to both comprehensive general liability and vehicle
liability.
WORKING DAYS AND CONTRACT COMPLETION
' Recognized holidays also include the 23rd and 24tn of December, 1932.
tOVERTIME FIELD ENGINEERING
The overtire reimbursement rate shall be $50.00 per hour.
LIQGIpAT€D DAMAGES
Liquidated damages for failure to complete the contract within the specified time will
result in damages be:nq assessed at the rate of 5840;00 Per working day
SECTION 23-2 RIP-RAP
' Riprap shall be placed and installed in accordance with Section 8-1! of the Washington
State Deparv,ent of Transportation Standard SPeciflcatlons for Road and Bridge COnsl, dc-
n. 1980 Editi , for "Loose Rip-Rap" and snail conform to the grading sizes for
' "Linht Loose Rip-Rep'' in accurdarcc with Section 9-I3 of the WS00T Standard Specifica-
tions for Road and Bridge Constrv,t icn, 1980 Cdition,
SECTION 47 - EROSION CONTROL
Add: The application of fertilizer, mulch and seed shall be made in PM (2) applications,
60 to 90 days apart, however, the second application shall be applied only between March 1st
' and December 1•t, The fertilizer shall be applied at the rate of 500 lbs. per acre, the
mulch shall be applied at the rate of 2,000 (dry weight) Ibs per acre. The seed mix shall
e:
Colonial Bent Grass 10� (Percent by weight)
Red Fescue 40'
Perennial Rye 40:
White Dutch Clover IC
(Pre-inoculated)
Percent Weed Seed .5k Max.
Inert L Other Crop 1.0 Max.
Addendu- No. 2 - 2 -
' SECTION 52 - REMOVAL OF EXISTING ST=,EET IMPROVEMENTS
i2-2.02 REMOVAL Of PAVEMENT
pavement removal of existing street improvements including Portland cemt: t concrete
' Pavement - act classes, curbs, and gutters upon any tape of base chill be incidental
to unclassified excavation. The COrt-0..,v, .:,all saw s.ut pavement as Intl-Gated on
the plans or directed by the Engineer, Payment for removal of existh..n 'treet improve-
ments, including Portland cement ctncrete pavement - all classes, curb and gutters
upon any type of base, and saw cut inq of pavement shall be incidental to other items
in the proposal and shall ba, complete compensation for all labor, materials and equip-
ment necessary to perform the work, including disposal,
SECTION 62 - PIPE LAYING, JOINTING L TESTING
2�-6—TE LFVIS ION INSPECTION
All mairline Gravity sanitary severs shall be inspected with video television cameras.
After completion of construction but prior to acceptance by the City, the Contractor
' shall flush the main line and utilizing television facilities compatible with. the City
equipment, inspect and video tape record for the Engineer's approval of all main line
sewer pipe. The Contractor shall provide the City with a video tape record of the
inspected sewer mains.
' Television inspection shall be incidental to other items of work and and no further
compensation will be made.
SECTION 63 - MANMOLES FOR STORM AND SANITARY SEWERS
63-5 - PAYMENT
Payment for manholes, as showy on the plans, shall consist of a bast price for each,
plus a unit price per vertical foot for depth in excess of ten (10) feet. Payment
will be made at the unit prices bid for:
"Storm Manhole, Diameter inch" Per Each
"Extra Depth Manhole ( inch diameter)"
Per Vertical Foot
"Sanitary Se.«r nanhole, Basic, 48" Diameter"
Per Each
"Extra Depth Sanitary Sewer Manhole"
Per ';_rt ical Foot
SECTION 66 - S>NITARY SEWERS AND STORM DRAINS
60_3.01 PIPE MATERIALS
d. All corrugat I storm drain pipe joints shall be rubber gasketed "hugger" type bands.
' SECTION IDS ' SANITARY SEWER LIFT STATION
The Contractor shall install an enclosure with a "switch-over" and "disconnect" for use
of an auxiliary power unit or a combination of the main Power supply and auxiliary unit.
An auxiliary power supply receptacle and enclosure Shall be CROUSHINDS STILE 2, 3-wire,
-OLE or equal.
All eiec+.rical work shall be underground and meet all applicable City of Renton elec-
trlcal codes.
SECTION 105 SANITARY SEWER LIFT STATION (Continued)
' TELEMETRY EQUIPMENT
General Description
The Telemetry Equipment shall consist of a complete working system to monitor several
lift station conditions monitored by the City of Renton Utilities Division.
Pump Station
1 I. Running time for three Dump motors must be monitored.
2. High Water Alarm.
3. Power Telephone line failure
Telemetry Equipment Specifications
The equipment shall be of solid state design with plug-in modules or cards and shall
oper,te from a 120 volt AC source
' Transmitter
The transmitter shall be of a frequency shift design with a three-frequency capability;
' mark, space, and center frequency. The transmitter shall be complete in a replaceable
unit. This unit will be of plug-in construction for replacement or repair. The trans-
mitter shall b= capable of being keyed by an external contact closure for mark and
sp ce frequencies.
Tra-..smitter power supply will be of sufficient size u J rating to supply all voltages fvr
each frequency . , it transmitter specified at the transmitter locations. The power supply
also shall have sufficient reserve for three additional transmitters.
Term,inat ion
` y All transn.itter channels, Loth input and output, will be brought out to a barrier type
terminal strip for easy access.
Transmitter Mounting
Transmitter and power supply shall be mounted in a rack or cabinet to allow room for
future expansion by the addition of cards or modules.
' Transmitter and power supply shall be mounted in a stainless steel or suitable fibre-
glass nclosure to permit the operation of the transmitter powe. supply in a humidity
environment of 95`.
Transmitter Specifications
Frequency stability + . 15k (+ 2 MZ). transmitter shall be r• ible of operating within
the temperature range of -20 degrees C. to - 60 degrees C
Total output of transmitter shall be adjustable to 0 DOM.
Keying operation shall be dry contact. Output impedance shall be 600 ohms nominal.
iReceiver Specific_ilions
Recei-er, power supply and indicating alarw equipment shall be rack-mounted in a cabinet
with doors front and rear for access to components. The cabinet Shall be approximately
72" high and 19" wide. Cabinet color will be specified at the time of the crder. Receivers
Shall be of a solid state desir_,r, plug-in modules or cards, for quick -ep'a..ament in the
' event of a failure or nee: for repair. Receivers shall be capable of center ca-rier
detection. Receivers shall have a sensitivity adjustable from 0 POM to -3i DBM, Adiacert
channel rejection shall be 35 DR minimum. Norm ' input impedance to the receiver shall
be 600 ohms. Output of the receiver shall be a s�nglr,le, single-throw contact closure.
1 In the receiver rack, the power wpply for the receiver shall also be nDunted. This power
supply shall have rep ' capability to run additional receivers that may be plugged into
the rack.
SECTION 105 - SANITARY SEWER LIFT STATIC" (Continued)
' TELEMETRY EQUIPMEN (Conti•iueO)
' Running time meter for each Pump motor monitored shal".. be installed in a Panel
the rack. The meter shall have a reset to 0 capability. Each meter will have ^
engraved label to Identify motor that is monitored.
The vendor shall also include an alternate for a digital solid state display running
time monitor.
The rack shall nave an audio alarm capable of at least 85 DB audio output. This
' alarm may be tone pulsed or continuous tone. The alarm panel shall have a switch to
disable the audio alarm. The and o alarm Shall re-set automatically with the correc-
tion of the fault. In addition to the audio alarm panel there shall be a tight display
to indicate the fault circuit energized. There shall be a light display for each motor
to indicate when motor is operating. These lights shall have on various engraved name
olates identifying location and function represented by these lights.
' Receiver Specifications (Cunt.)
Vendor will have to submit full and complete technical Drawings of equipment for ser-
vicing units. The vendor also must certify that equipmen' bid will be available for
' three years from the purchase date for the future expansion of the Utilities Monitoring
Systec,.
' Equipment List ISuggeste:'1
Modcl No. Description
O r.Y
I QC-3 or DC-3 Outdoor Cabinet
QX-3 or DX-3 Moun' inq Frame
I QP-3 or DP-3 Po..er _uPPir
QT-30-3 or DT•30-3 Tone Transmitre•
' Payment
Lump sure. for Left Station complete in place shall he full compensation for all necessary
' labor, mate•:al, equipment, including trenching. install'-• underground telephone to
Punt, Statioj and all other costs for worn as specified at ',ecessary to complete the
Lift Station.
DELAY IN DELIVERY
Additional compensation will not be granted because of a delay in the delivery of the
pump station. The contract time would be extended in accordance with the specificatior�
if such delay occurs.
SECTION 106 EMERGENCY POWER GENERATOR
106-1 - GENERAL
The trailer-mounted generator set. shall have in addition:
1. IIOVAC Block Heater
2. 12VDL Battery Charged Automatic Float Type
' 3. 12VDC Battery Cables
4, Fuel Level Indicator
5. Watt Meter
1 6. AC Am eter
7. Trailer Includes
a. Fenders
b. Safety Chains
SECTION 106 EMERGENCY POWER GENERATOR (Continued)
106-1 - GENERAL (Continued)
C. Electric Brakes
d. Clovie Hitch
e. License Plate Holder
f. Light System for Legal Operation on State Highways
g. Two Steel, Lockable with Masp and Best Locks (to City Pattern)
Locker Boxes with. Lids; 24" high x 24" wide x 36" long.
h. Four Ere rgency Lights, 12VDC on two retractable 8' long booms
or poles to illuminate trailer/generator and work areas.
Trailer, generators and housing shall be painted with approved
City of Renton colors and painting system. The City of Renton
logo (as on the specification cover) 18" in diameter shall be
painted on the generator housing.
j. The trailer shall be fully equipped for street operation on
' State Highways.
8. Electrical Cable reel or drum roller shall be provided mounted on the
trailer.
9. The manufacturer shall orovioe the services of a factory-trainea repre-
sentative to perform the initial startup of the generator and to instruct
the owner's operating personnel in the operation and maintenance of the
t equipment provided by them.
10. The Contractor shall furnish to the owner six (6) copies of complete
catalogue data for every manufactured item of materials and all to ponents.
a. These submittals sha' I be compiled by the Contractors and
approved by the Owner before any other material is ordered.
' b. After written approval , these submittals shall become a part
of the contract and 'cy not be deviated fr -xcept upon written
approval of the Owner.
110-i.3 - PLANS AND SPECIFICATIONS (Page 4-76)
Item I shall be changed to read as follows: "Manual on Uniform Traffic Control
Devices for Streets and highways, 1978. (Reference to 1971 Edition deleted)
' The attached detail sheet titled "Typical Lighting Underground System" is hereby
added to the specifications with reference to Standard Drawings and should qovern
over Standard Drawing J-Id where difference may occur.
110-6.1 - GENERAL (Page 4-81)
' Paragraph 3 shall read as follows: "Luminaires tt ',e ordered for this project are
150 Watt and 400 Watt Sodium Vapor with a 240 Volt egulator ballast capable of a
voltage tolerance of + 10, minimum. The luminaire shall include the power door
feature." (Reference to 250 W tt luminaire has been deleted and the last sentence
thas been added).
110-6.6.3 - LAMP; (Page 4-82)
' This paragraph shall read as follows: "Lamps to be furnished under this contract
shall be 150 Watt and 400 Watt Sodiur Vapor with a 16,000 and 47,500 lumen minlmu F.
rating respectively." (Referent^ to 251 Watt Luminaire deleted).
110-6.4 - MEASUREMENT AND PAYMENT (Page 4-82)
This paragraph shall read as follows: (2) "LID Luminaires, 400 Watt, furnished
' and installed, per each". (Reference to 250 Watt Luminaire deleted).
1
1 SECTION 1i( - SIGNAL AND STREET LlGHT1NGiContlnued)
110-6.4 - MEASUREMENT AND PAYMENT !Continuej)
1 Price Schedule A-3 (Item 6) shall read as follows: "LID luminaires, 400 Watt,
Fu-nish and Install". (Reference to 250 Hatt Luminaire deleted).
1 110-6. 1 - GENERA.'-
This section will be amended to add a neo, paragraph referencing wattage decal as
1 follows: "Each Luminaire shall have a weather-resistant, ANSI-approved decal
attached to the ballast Musing so as to be readily visible fror the groued. The
decal shall be approximately 3 inches square and the legend shall be a mini mu•n of
2 inches in height. The decal shall be gold in color with lamp wattage indicated
1 by the following numerical legend: 15 for 150 Watts and 40 for 400 Watts."
113-8.1 - GENERAL
1 Inscriptions of junction box covers in Items I and 2 shall read as follows:
"S. eet lighting only. "LIGHTING"
Street Ilghtiny and traffic signal facilities: "TS-LT"
' Letters of the above shall not rise above the cover's top surface.
10. 11.2 - SAFE MIRING LABELS (Pape 4-85)
1 Under "Street Light Contactor Cabinet' , Items 1 and 6 shall read as folic,s:
"I. Fabrication shall be from. galvanized cold rolled sheet steel, 12 gauge exterior,
14 gauge interior, welded by wire-ted inert gas. (Reference :s added referring to
1 "galvanized' )
b. The finish on the cabinet shall be a factory prepared baked-or en„m-1, gre in
color. The galvanized surface shall be etched before baked-on ena-el is applied.''
1 7. Added to recta as follows: "The electrical service cabinet shall be fitted for a
Best internal Ct-1 lock."
1 With reference to features in the "light cabinet" item, added as follows:
Il. Name Plates - phenolic black with white engraving except the miin breaker which
shall be red witn white lettering. All name plates shall be attached by S.S. scr as,
1 110.57 - ALUMINUM DAVIT ARMS (Page 4-80)
1 T. . paragraph shall be anvended to include the following statement: "All da,.t arts
on this project shall be 10 feet in length." (Purpose of this ame:.drKnt is to allow
a minimum extension over the :urb by the davit ar of z feet),
' Plans
Al' reference on the street lighting plans to 250 watt Sodium Vapor Luminaires shall
be iereinafter replaced with reference meaning 400 Watt Sodium Vapor Lu-lnaires.
i
i
1
1
1
SCHEDULE AND PRICES ADDITIONS
Add these additional Proposal Sheets by stapling into the Proposal
pages for Schedule A-3, just after Schedule A-3's last page.
' SCHEDULE A-3 - ILLUMINATION
Additional Proposal Sheets - Add tresa Items =16 through 124.
Subtotals and totals for S_ -dule A-3 and A shall include Items
r16 through c24,
Chan .- to te,- ,I - Approximate
fro------ Quantity
ro- 995 1.f, to 500 1.r,
Schedule B-4
Additional =roposal Sheets
Add these ite's -:9 through 422
Add this additional Proposal sheet by stapling into the proposal
rr pages for B-4 just after Schedule B-4s last page.
■ Lhan a Itei- ,il - APproziryte Quantity
■r■ ro , IO I-f, to 2,055 I.f.
■
91
■
M
1
e
iL. I.D. 314
SCHEDULE OF PRICES East Valley Road
i
(hote; Unat prices for all items, all este ns:ors and total ampurt or
i bid aXKt be shown. Shay ':.at prates ar, octh words and frgoreF
and where wnflace occurs the writter, or typed words shal! prevail.)
i 'I:
ITEM APPROX. ITEM WI7B UNIT PRICED BID UNIT PR1CL AMO:;NT
NO. QUAN7ITY unit Prices to be written xn words DOLLARS CTS. DOLLAR'S CIS.
SCHEDULE A-3
IC 7,974 Utility Trench L Backfill, 24" wide
' 43" deep I
iS i per Lf.
i 1,676 Otility Trench L Backfill - Street
Crossing - 24' wide, 48" deep
S
per I.f.
_ I
18 26 Utility Vault Excavation, 4' wile
;X 6' long X3'6" deeV
' S pet each
' 19 2 Utility Vault Excavation,-wide,
X 6' long x 5'6" deep
' IS_ per each
i
20 I Utility Vault Excavation, 5' wide
iI X 7' long X 7'2" deep
S per each
i 1 Uti I1y Vault Excavation, 5' wide
X 9' lorg X 3'6" deep
' S per each i
9 Utility Vault Excavation, 5' wide
X 9' long X 7'2" deep
•
S per each l
23 I .'ltiI itY Vault Excavat 1, 5' ''
X 11 '2" long X 7'2" deep
iS per each
2 2 Uti litY Vault Excavation, ' wide
iI X 13'I" long X 8'7" deep
$ per each
1
i
1
1 0 0 Ll
' L.I .D. 314
SCHEDULE Of PRICES East Valley anal
(Note: Unit prices for a:1 items, all extensions and total amount o:
bid a,st be shown. Show unit prices in both words and figure-
ana where oonflict occurs the written or typed words shall prevail.)
' ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PAICE AMOUNT
' NO. QUANTITY Unit Prices to be written an Words DOLLARS CTS. DOLLARS CTS.
SCHEDULE B-4 S.W. 1 th, S.W. 1?
'9 6.357 ..tility Trench 6 Backfill 24' wide,
36'' deep
S Ver I.t.
' 20 3 Utility Vault Excavation, 4' wide
X 6' long X 3'6" deep
S per each
21 i 1 Utility Vault Excavation, 5' wide
X 5' long X 7'2" deep
1 $ per ^ach II`
' 2 1 Utility Vault Excavation, 3'6" wide
X 3' long X 2'8" deep
$ per each
II i
it
i
1 TYPICAL LIGHTING UNDERGROUND SYSTEM
.y
1 I TO LUMiNAIRE
I � I
' _ I
1 TYPICAL DESIGN "B" I 1
JUNCTION BOX I
1 t FUSE KITS
SPLICE KITS
L.
✓ E = E <f 1 h
ail
17,-
IVA
j I; II
11 � I
it
i
I 11 II � i
1 II CONCRETE �Ln J
1 FOUNDATION
-- F _r_
3'
�q. •` > FGR P01_E HEIGHT
' GREATER THAN 30'
3' DEPTH FOR POLE HEIGHT
30' OR LESS
I
i
DETAIL SHEET J
f.ITY OF R£NTON
ADDENDUM N0. 3 ApR 2
TO THE CONTRACT DOCUMENT FOR
L.I.D. N314 - EAST VALLEY ROAD
TO ALL PLANHOLDERS:
You are hereby notified of the following changes, additicns, deletions and
corrections to the Contract Documents, Specifications, Proposal and Plans
for the City of Renton L.I.D. d314 Street Imprcvement Project.
SPECIFICATIONS
SECTION 60 - PIPE MATERIALS AND TESTING FOR SEWERS, DRAINS AND CULVERTS
New Subsection
60-4.03 BE"tDS
' The 60-inct diameter reinforced concrete pipe bend (Structure Note
No. 4-19) shall be double cut of equal angle;.
Subsection 60-7 MEASUREMENT AND PAYMENT shall be revised to make the
' 60-inrh diameter oena (Structure Note No. - 9) incidental to the
curnisNong and placing of the 60-inch diameter pipe (Bid Item 44, Schedule
S).
Bid Item 52, Schedule A, shall be aeleted.
SECTION 63 - HANHOI.ES FOR STORM AND SANITARY SEWERS
63-1 DESCRIPTION
Latch Basics and Stcrm Manholes specified on the plans shall be
-,fished in accorCance with the following:
Plan fallout Standard Plan
All C8 Type 1C APWA No. 52
;"I ce Type APWA No. 55
411 Type 'IC-54" APWA No. 37
Ail Type It[-6u" APWA Modifiec Type 3 Madoole w1th
Flat Slab Top and 24-inch Opening
' All Type IIC-72" APWA No. 38
All Type 11-96" except APWA No. 38
Structure Note Nr. 1-31
t Structure Note No. 1-31 APWA No. 36A
All Type-144^ APWA Modified Type 3 Manhole with
Flat Slab Ton and 24-inch Opening
tStorn drain manhol=_5 54-irch diameter and larger shall be Channelizea.
SPECIAL ITEMS '
SECTION 105 - EMERGENCY POWER GENERATN
106-1 - GENERAL (Page 4-74) '
The 50 feet of cable, to be supplied with the trailer-mounted
generator, shall have CROUSHINOS connectors that will mate to the
CROUSHINDS female receptacle on the generator and the male plug on the
pump station. '
SECTION III - TRAFFIC SIGNAL
New Section 111-13 - PO',-E MOUNTED 7 9MP:AL BOX (Page 4-89) '
POLE MOUNTED TERMINAL BOX
The Contractor shall provide and install 3 pole mounted terminal box afm ,
necessary mounting hardware (one on each signal pole) - quantity needed
!4).
The terminal box shall be made of roldea fi5erglass, be grey in color, be t
approximately 10" high x 811 wide x 4" deep .mo have a mini—um of 16 t
terminals on the terminal blocks. The box shall be weatnertight, have a
single door with continuous hinge on one side and screw hold downs on the
door lacking side. All hardware should be stainless steel.
SCHEDULE OF PRICES '
The Schedule of Prices ("Proposal' l sham be modified to change the quan. t
tities rf the fallowing items:
Alternate Bid Items, Schedule B-1.
item 60, Asphalt Treated Base, cr.arce the approximate quart -rem
790 tons to 1.632 tons.
Item 61, Asphalt Concrete Pavement, change the apor-ximate quantit, 1
°_Gm -,912 tons to 4,683 tons.
o'-AN ITEMS
Sheet *60
Sheet No. 60 of the construction eray.inns indicates a scale of 1" ,
This drawing has been reduced and the scale should real 1"
STANDARD DRAWINGS '
Delete City of Renton "Storm Manhole Tsdical Detail" arc all references '
Meretd.
1
' Table of Contents
City of Renton L.I.D. No. 314
`egaI and d B_ t= .._s
' Call for bias
Scope Of Work
Instructions to Bickers
e Summary of Fair Practices Policy
' Certification Regaraing Equal Employment Opportunity
*Certification of Equal Employment opportunity Report
Certification of Bidders Affirmative Action Plan
t `MBE and WMBE Participation Certification
Sample Manpower Report
•Non-Collusion Affidavit
"Assignment of Antitrust Claims
t •Minimum Wage Affidavit Farm
`Bid Bond Form
City of Renton LID 314 Bid Schedules
*Proposal
*Proposal - Schedule of Prices
Contracts other than Fecerdl-Aid FHwA
Bond to the City of Renton
General-- provisions
' Environmental Reg�!afions List
Standard Sptc,t,C.t,,,.
He acri nos
Orcer of Freceoence
Failure to Meet Specifications
Field Changes
Protection of Facilities
Puolic Convenience anc Safety
Payment to the Contractor
Scheduling of Work
Wdge Scheuule
Public Liability and Property Damagr Insurance
Proof of :arriage of lnsuraoce
Act of God
Shop Drawings
Or Equal
Approval
Written Notice
Contractor's Plant anc Equipment
Attention to Wort
' Deviation from Contract
Suggestions to Contractor
Errors and Omissions
' Information to be Furnished by Contractor
Damdge to Word
' *Forms denoted thus above most be stone,, prior
CO submittal of Did.
' Protection of Contractor's Work and Property
Unfavorable Weather and Other Conditions
Contractor's Copies of Contract DccLmnts
Disputes and Litigation
Acceptance of Work
Contract Compliance Reports - EEO
Working Days anc Contract Completion
Special Provisions 3-1
' Description of Work 3-2
Date of Bid Opening 3 2
Time of Completion
' Intent of Contact 3-2
Nondiscrimination in Employment 3-2
Notification of Construction
3-3
Hours of Work 3-3
' Excavated Material Spoil Area/Waste Site 3-3
Dust and Mutl Control 3-3
State Sales Tax 3-3
' Surveys 3-4
Overtime Field Engineering 3-4
Delivery of Tickets 3-4
Size, Weight and Load Restrictions 3-4
' Subcontractors and Suppliers 3-5
Alternate Bid Items 3-5
Deductive Bid items 3-5
Change Orders 3-5
Preconstruction Conference 3-6
Field Office 3-6
' Sanitation Facilities 3-6
Order of Work 3-6
Project Construction and Identification Signs 3-6
(Roadway Projects Only)' 3-6 Line and Grate 3 2
Easem,nt and Right-of-way 3 ,
Lahr Provided by Gwn er 3 /
Land Provided by Contractor 3-8
Restoration of Structures Lnd Surfaces
Side Sewer Policy 3-6
Traffic Control 3-9
' Removing Traffic and Street Signs 3-10
So i l Information 3-10
Salvage 3-11
' Awarding of Contract 3-11
Liquidated Damages 3-11
Authority of the Engineer 3.11
' Technical Specifications 3-11
Section 11 - Mobilization 4-1
Section 13 - Strect and Drainage Excavation 4-2
Section 16 - Water 4-6
Section 1B - ROCK Retaining Wall 4 6
' Section 19 - Surcharge and Settlement Platforms
Section 21 - Weighing 4-9
Section g
23 - Crushed Surfacin 4-11
Section 26 - Bank Run Gravel ' Ballasting, and Stockpiling 4-12
Section 33 - Asphalt Treateo Base 4-14
Section 34 - Asphalt Concret Pavement 4.15
' Section 36 - Extruded Cement Concrete Curb 4-16
Section 39 - Cement Concret Pavement 4-18
Section 40 - Cement Concrete Curb, Curt) and Gutter 4-19
Section 41 - Cement Concrete Driveway and Alley Return 4 20
' Section 42 - Cement Concrete Sidewalk 4-21
Section 44 - Traffic Control Delineation 4-23
Section 47 - erosion Control 4-'4
' Section 50 - Mcnuments 4-27
Section 52 - Removal of Existing Street Improvements 4-28
Section 53 - Ajustment to Grade 4-29
Section 54 _ pavement Patching 4-30
Section 57 - Finish and Cleanup 4-31
Section 60 - Pipe, Materials, and Testing 4-32
for Drains and Culverts
' Section 61 - Trench Excavation, Backfill, Foundation, 4 34
and Bedding for Sewers, Drains and Culverts
Section 62 - Pipe Laying, Jointing,
t 4-36
Section 63 - Manholes for Storm and Sanitary Sewers 4 a4
Section 64 - Catch Basins and Inlets 4-46
Section 68 - Fir+shing and Cleanupf 4-49
Section 72 - Pipe for voter Mains or Underground Conduits 4_49
' Section 73 - Trench Excavation anu Carkfill for Water Mains 4 50
Section 74 - Pipe Inst,llation fm Water Maim; 4-52
Section 75 - Va;ves for Water Mains 4-54
' Section 76 - Valve Chambers and Boxes for Water Mains 4-58
Section 77 _ Fire Hydrants 4-50
Section 7y _ Blow-off Assemblies 4-60
Section 105 - Sanitary Sewer Lift Station 4-63
Section 106 - Emergency Power Generator 4-64
Section 110 - Signal and Street Light+ng 4-74
Section III _ Traffic Signal 4_75
' Section 112 - Traffic Signal Controller 4-67
4-90
Standard Plans
' S-1
Geotechnical Cata
6-1
1
1
(Mon-FNMA Only)
CITY OF RENfON CALL FOR BIDS
Sealed bids will be received until 2:00 p.m. , April 27. 1982 at the
' City Clerk's office and will be opened and publicly read in the 4th Floor
Conference Room, Renton Municipal Building, 200 Mill Ave. South.
The work to be performed under this contract shall include: The full and com-
plete installation of the facilities required for the improvement of East
Valley Road from S.W. 41st Street to S.W. 16th Street, S.W. 16th Street from
Raymond Avenue S.W. to East Valley Road, S.W. 19th Street from Raymond Avenue
' S.W. to East Valley Road, S.W. 27th Street from Valley Parkway to East Valley
Road to include, but not be limited to, storm drainage, curb and gutter, side-
walk, illumination, traffic signalization, water, sanitary sewer, lift station
' and complete restoration. All work shall be as set forth in the design draw-
ings and specifications.
Any Contractor connected with this project shall comply with Federal, State,
County and City codes or regulations applicable to such work.
The Ci•y reserves the right to reject any ant/or all bids and to waive any
and/or all informalit.es.
Approved plans and specifications and form of contract doc:.;a ,as •ay ie obtained
at the Public Works lepartment office at the Renton Municipal Building for a
deposit of k 75.00 �ich set plus $ $.Dn to cover postage, if mailed. The
deposit will be re Funded upon return the Plans and Specifications in good
condition within thirty days after bid opening. The mailing charge will not
be refunded.
1 A certified check or bid bond in the amount of five (5) percent of tho total
amount of each bid must accompany each bid.
The City's Fair Practices and lion-Discrimination Policies shall apply.
1 Maxine E. Motors, Deputy City Clerk
Published:
Daily Journal of Commerce: March 24 G 31, 1982
Daily Record Chronicle: March 26 6 April 2, 1982
' SCOPE OF WORK
The project shall consist of the widening and improvement of Cast Valley
Road from S.W. 415t to S.M. 16th to 36 feet curb to curl); the widening and
improvement of S.W. 16th from East Valley Road to Lind Avenue to 36 feet
curb to curb; the construction of S.N. 27th from East Valley Road to the
' proposed Valley Parkway 36- and 44-feet curb to curb; and the construction
Of S.W. 19th from East Valley Road to Raymono Avenue 36 feet curb to curb.
' Improvements shall consist of surcharging, grading, paving, illumination,
curb, gutter, sidewalk, storm drainage piping, installation of water and
sewer piping, construction of a sanitary sewer lift station at Lino Avenue
and S.W. 19tn, and construction of a traffic signal at Lind Avenue and
tS.W. 16th.
Approximate quantities include: Bank Run Gravel Class B, 243,000 tons;
Settlement Platforms, 50 each; Asphalt Concrete Pavement C16ss B, 17,400
tons; Cement Concret Curb and Gutter, 29,700 L.F.; Drain Pipe (12- to
60-inch), 16,600 L.F.; Water Line (6- to 12-inch), 8,000 L.F.; and Sewer
' Line (6- to 18-inch), 3,900 L.F.
1
t
INSTRUCTIONS TO BIDDERS
1. Sealed bids for this proposal will be received by the City of Renton at tt,.
office of the Fenton City Clerk, Renton City Hall, until 2:00 o'clock p.m.,
on the date specified in the Call for Bids.
' At this time the bids will be publicly opened and read, after which the
bids will be cons7dered and the award made as early as practicable.
No proposal nay be changed or withdrawn after the tine 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 right
to add or to eliminate portions of that work as deemed necessary.
;. Plans may be exam I ned and copies obtained at the Public Works Department
' Office. Bidders shall satisfy themselves as to the local conritions by
Inspection of the site.
.. The bid price for any item must include the performance of all work
1 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 errc- the un't p''uc • .,. ,'1 ' -
Illegible figures will invalidate r • 'd.
5. The right Is reserved to reject any a� dlor 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 w;thou reserva t`on
to the Director of Finance of the City of Renton in an am, ant not less than
5' 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 �f the successful bidder will to
returned provided he enters into a contract and furnishes a satisfactory
Performance bond covering the full amount of the work within - days after
receipt of notice of intention to award contract. Should he f; 1, or refuse
to do so, the check shall be forfeited to the City of Renton as licuidated
damage for such failure.
All bids must be self-explanatory. No opportunity will be offered for oral
explanation except as the City may request further information on part;calar
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. 7/15/8)
RMSIT -Am
CITY of RLNTON
' SUMMARY OF FAIR PRACTICES POLICY
AROPTLD BY RFSOLUTION No. 2740
1 The Policy of the City of Renton is to promote and afford equal
t reatmeet and service to all oitisens and to assure equal employ-
ment opportunity to at; rereons regardless of race; creed; color;
ethnicity; national origin: sez; the presence of a non-job-related
physical, sensory, or *onto. handicap; age; or marital eta .e.
Thio Policy shall be based on the principles of equal t #*p L.,tment Opportunity and affirmative action guidelines as set forth in
fedora Z, state and Local l¢we. Ail departments of the City of
Renton eha21 adhere to the fo22owin,7 guideline:
' 11) LMPLOLMLIT:Tns PRACTICLS - All activities relating to emp2oy-
ment eva recrua tment, selection, promotion, termination
and training shall be conducted 'n a non-discriminatory
manner. Personnel decisions will be based on individual
performance, staffing requirements, and in accordance
with governing Civil Ssrviae Laws and the agreement
between the City of Renton and the Maohingten State
CouneiZ of County and City Lmplayess.
' '2) COOPIRATIOR WITH RUN R RIOars ORO IIZATIONS - The City of
entan wt eoopera is u y w a orp¢ntaati,ns and
ccmmt••{one organized to promote fair praetieos cnd equaZ
1 opportunity in employment.
!Jr AFFIRMAYIFL ACTION PROGRAM - The City of Renton Affirmative
Aot on Program u s ma ntain#d to facilitate equitab:e
' representation within the City workforce and to assure
equal emp Lcyment opportunity to all. It shalt be the
report sibility and duty of all City officials and emp Zoyess
to carry Out the policies, guidelines and corrective
' msosures as set forth by this program. Corrective
amp I oyment programs may be etablishod by the Mayor on
the recommendation of �n Afftrmative Action Committee for
those departments in which a protected class of employees
is .nder-reprosonted.
fs, CONTRACTORS' OSLIOATIOR - Contractors, subcontractors and
.ha, ter. conducting business with the City of Renton
' .ha,
affirm and subscribe to the Fair Practices and Non.
Discriminatior policies .ot forth by law and in the
Affirmative Action Program.
of this policy sha2I be distributed to all City employees,
sha2I appear in all operational documentation of the City, including
bid aaZ2s, and #hail be prominently displayed in appropriate City
facilities.
' CONCURRED IN by the .City Council of the .City of Renton, Washington,
this led day of Juae 1;80.
CITY UP RLNTOR: RF�RTOOR CITY/COUNCIL:
UtttllihY..�_.�`�"W°a' Jdltls✓ �/'.11�i,e,...
i Mayor Council Prosid•ne
Attest:
Issued: July 10, 1971
Roved: February 9, 1976
tr , et
Revaad: June 1, 1980
' CERTIFICATION BY PROPOSED CONTAACTOR, SUBCCNTRACTOP AND S(TPLIER REGARDING EpU.l EMPLOYMENT OPPORTJ(:IT'
Iiamle O rime CO pCie<[6C
Pro;'_'— ].ct Ease —.
INSTRUCTIONS
tThis card{",ci on is required pursuant to Federal Executive Order 11C16, the implementing rules and
regulations provide that any bidder or prospective contractor, or any of UiThe
and suppiie ra, shall fiats as an initial pert of the bid or negotiat ions
participated In any previous contract or subcontract aublect co the Proposed Subcontractorswhthe ha
1 so, whether it ham filed all comvlran.m re of the contract whether it has
ports doe under a equal ooporc w Sty clause: and, if
The CityPPlieable instructions.
lution
F011c.t<nnon to has heretofore by an�Affroraative Action Per date of June 2, 1980, ammadinq a 'Pair Practices
Y u laples-01 a b
' proaentesed on
afford equal treat and serovgicemtotalleiiti�ndirq the policy Of the City Of
nationality based on ab e Y and fitnmss to all persons r sens and to assure equal ma to
national origin: sex; the pruenee of a non-' _ egardleu of ratan creed; p ^t
marital status, T11 if policy shall likewise a� related physical, colon ethnicity,
coMuctrn sensory or mental ha rd tca p; age or
9 business iness with the City' o[ Renton who ttuinlmhaltracton, subcontractors and suppliers
and policies. The aforeasationed Provisions shall no a affirm and subscribe Co said practicer
10 tIs cSal suppl urs or raw materials or firms O pply to contracts or subcontracts for standard
coot recta Ot less than $10,000 business r organizations with less than sight Per srwium with the city. eePlnyeee or
When the Contractor/Sublg tracWr/Supplier (hereinafter referred to of the Contractor; is required tom City of Renton to submit an 9(fsSM�rtiile Action Plan, the minimum acceptable b
the '"" o will be that submit
ate ay
available In the Published Cityof currently listed in -Appendix Prepntage o[ minority
available for review at the Munii Rentw Affiraative Action Pr (CS'y of Renton Goals and
pal Building. ogres, i.e. 9.19. This Proqram is
the undersigned contractor therefore covenants, sti uiete!
this Contract he will nor discriminate against any p¢non in hizanq,
set inq or any other Seim nr co p and agrees chat during the performance of
the (11; wLgories listed In condition of eaplOyment, by reason h Perton's dischargingI eosmeo-
Pere. 2 above, o£ such peraon's status, reference
with actor further aq rasa that he will take affirmative and continuous action to lna
with Y -At Of the ter" c( send respects' it beinq strictly understood"n' 1 Y arc ram m utc full compliance
' 'ontract. provisions shall be and constitute and agreed that failure to
ate a meter a1 breach of this
Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the city any and all
informatlon and reports required by the city to determine whether full coeoltance has
' eon tractor with Said policy and program Ind contractor will permit access
eccounte by the Cityfor been made by the
the purpose of investlgation to ascertain such c to aim Docks, records and
Contractor further acknowled�� pliant..
practi^ee pal lay I-a that he
has
received a true and ceeplete co y
' p of he Cily'm "Fair
CERTIFICATION BY: U .on tract a to i'Z`caGi'pn' vm i
'
C NTRACTpR or SUBCONTRACTOR
--RAMS: of SUPPLIER
ADDRESS:
REPRESENTATIVES:
TITLE: _
I, Contractor/Subco PRONE:
to the Equal U ntractor/Supplier nee art wi -------"
pportunity Clause: p Pa tad in a previous contract or subcontract Sub
__"ef _No face
2. Compliance reNports were required to be filled in connection with such contract or subcontract;
' I, Contractor/Subcontractor/Supplier has filed all compliance reports dye
instructions: Yes
_ _ No wrier aopl ice ti on
1. if answer to item 1 im NO., please explain in detail on reverse side of this certification.
CERTIFICATION; The infotnatron above is true and c ompl ate to the beet of my knowledge and belief.
ale an It a c. Soper
P ease type or print
gnnture
Reviewed by City Authority:
Aay. 6/21/60 --_�__ Date:
CERTIFICATION OF EQUAL E,MPLOITENT 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 , proposed subcontractor 1 , hereby certifies that he has has not ,participated in a previous contract or subcontract subject tc the equal opportunity clause, as required by Executive Orders I0925, 11114 or
11246, and that he has has not , filed with the Joint Reporting
Committee the Director —or—the Office TFederal Contract Compliance, a Federal
Government contracting or administering agency, or the former President's
Committee ea Equal Employment Opportunity, all reports due under the applicable
filing requirements.
(Compar.,v --
by
' (Title ----
Date:
Note: The above certification is required by the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) . 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
t are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of
$10,000 or under are exempt.)
Currently, Stanoard Form 100 (EEO-1) is the only report required by the
Executive Orders er their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
' previous contract or subcontract subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60 1.7 (b) (i) prevents
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. Oriice of Federal Contract
Compliance, U.S. Department of Labor.
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION P1AN
tBidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific sta,:went:
' a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"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."
' Company Date
' BY:
Title
' OR_ b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
tCompany Date
BY:
_ iitle
' OR c) It is hereby certified that 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 Utilization, and
' 3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
' Company Date
BY:
Titls
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
1 to the City of Renton within five (S) working days 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 award, and
it will include:
' l) 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.
Company Date
BY:
Title
Rev. 9/9/75
Rev. lO/BO
PARTICIPATION CERTIFICATION:
MINORITY BUSINESS ENTERPRISES (MBE)
and
WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE)
(BUSINESSES OWNED AND OPERATED BY WOMEN)
The Contractor agrees to use his best efforts to carry out a policv in the award
ex his subcontracts, agent agreements and procurement contracts to the fullest
extent to utilize minority business enterprises consistent with the efficient
performance of this contract. As used in this contract, the term "minority
business enterprise" means a business, at least 50 percent of which is owned bv_
minority group members or, in the case of publicly owned businesses, at leas[
51 percent of the stock of which is owned by minority members. For the
of this definition, minority group members are Women, Negroes, For
Speaking
surnamed American purpose
Eskimos and Persona, American Orientals, American Indians, American
American Aleuts. The City will consider sworn affidavits presented
by subcontractors in advance of contract award as one means of establishing
minority status in accordance with criteria cited above.
To 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 shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
' Name of Bidder(.) _ Certifies that:
(a) it (does) (does not) intend to sublet a portion cf the contract work and
(has) (has not) taken affirmative action to seek nut and consider minority
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 •"ME
an6 identify minority group. (If necessary, use additional sheet.)
1 MBE Min. Cr_ WNBE
(Name of Firm, Bid Item, Reaul is of ❑ ❑Contacts)
2.
i3. -- ❑ ❑
4.
Mr./Ms. -.--
the liaison of---picot pot the administration of the minority business designated
---_ has been designated as
ent
program for this firm.
' CONTRACTOR/SUBCONTRACTOR y
MONTHLY MANPOWER UTILIZATION REPORT A �G�• REPORTING PERIOO
To be submitted to the CitY'9 Project
: r
®�
Month:
Engineer during the 1st week of following ,,cam Goals and Timetables
month while contract is in progress. Prime �i't" u coomitted
in Contractor's Affi Tmative
Contractor is re Progress.
for obtaining and Action Plan
SUbmlttl❑ dll SJbCOntractor Re rts. or per City,. Plan
r an --,
To: (sad lota[lon or Ceapllence Agency Dept'' From: (me" and I Ote[IOn Of COII[TKlO,)
Thls repott is required by Executive Or er 11246, _result in sanctions which include suspension, termination, cancellat ions torrdepp barment of
coot rat--
7.
ann
f 6.
' kcrk Hoare of EmD3oyNnt ,no- Total otal
(See footnote', rity -.be, uaaer
Claaai a• • e. • • of
CCmPany'e Name (I.L.I trade fits- N Is. 41. Asian/ ;eyl wT cf -Inorit E.°pbr
Lion. Teta Brack panic MSan hetIIe tot o
al D r- eee
C reyne .ale v/r ees
A
' Tr
T-
Tr
' -�— Tr
C
T
7. Ccmpany Ofiicla✓a lanature u, Tr --
.e :a to Slsned pna ne Iua6er
■ (Inaluae Area Code)
e 11/77 (•male s L Famalee, **Minorities L Non-minorities)
■ 7/80 iSubmlttal Pequirements i City.3 Goals/:Timetables) Page �,;
INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) r
The Employment Utilization Report is to be completed by each 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-tours worked on
the project for each employee level in each designated trade for the entire reporting
perl�d. 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 Per!od . . . . . . . . . . . Self-explanatory t
Compliance Agency . . . . . . . . . . City of Renton (administering department)
Contractor . . . . . . . • . • • • . . Any contractor who has a qualifying
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 applicable
EEO hid conditions.
3. Work-hours of Employment The total number y all
employees inPachoc as classificationurs worked; the total
number of hours worked by each *minority
group in each clasgification 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, T, s Trainee).
4. Percent of minority work- ,
hours of total wrk-hours The orkedrofnalle Of tOtAl work`hoursminority worked. work-hours(Thesu
of ruiumns b, c, d and a divided by column a.)
5. Total Number of Minority
Employees . . • • • . • • • . • • Number of minority emplovees working in '
contractor's apgrogate work force during
reporting period.
6. Total Number of Employees . • • • Number or all employees working in contractor's
aggre Rate work force during reporting period.
* Minority is defined as including Blacks, Hispanics, American Indians and Asian
and Pacific Tslanders - both men and women. ,
NON-COLLUSION AFFIDAVIT
STATE OF WASHINGTON 1
S
COUNTY OF )
' being duly sworn, deposes and says, that he is the identical person
who submitted the foregoing proposal or bid, and that such bid is
genuine and not sham or collusive or made in the interest or on
behalf of any person not therein named, and further, that the
deponent has not directly induced or solicited any other Bidder on
' the foregoing work or equipment to put in a sham bid, or any other
oerson or corporation to refrain from kidding, and th..t deponent has
not in any manner sought by collusivr 'o secure to himself or to any
other person any advantage over other E,dder or Bidders.
SIGN HERE:
Subscribed and sworn before �ie trls ___ day or
}g—w
' 'iotary uupuG tt in and or t�-e ..t7at of
residing at
therein.
r
r
i
CERTIFICATION RE: ASSIGNMENT OF
rANTITRUST CLAIMS TO PURCHASER
rTO THE CITY OF RENTON
RENTON, WASHINGTON:
Vendor and purchaser recognize that in actual economic practice
r overcharges resulting from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby asstgr,s
' to purchaser any and all claims for such overcharges as tc goods
and materials purchased in connection with this order or contract,
except as to overcharges resulting from antitrust violations
commencing after the date of the bid, quotation, Or Other event
' establishing the price under this order or contract. In addition,
vendor warrants and represents that each of his suppliers and
subcontractors shall assign any and all such claims to purchaser,
' subject to the aforementioned exception.
Dame o-f—Fr ect
rName 0 Bi der's Fir—m
r
Signature 0 Authors zed Representative of Bidder
r
rOate
r
r
r
r
MINIMUM WAGE AFFIDAVIT FORM
City of Renton
ss
COUNTY OF
' 1, the undersigned, having been duly sworn, deposed, say and certify
that in connection with the performance of the work of this project,
I will pay each classification of laborer, workman, or mechanic
employed in the performance of such work; not less than the prevailing
rate of wage or not less than the minimum rate of wages as specified
in the principal contract; that I :rave read the above and foregoing
statement and certificate, know the contents thereof and the
rsubstance as set forth therein is true to my knowledge and belief.
i T1NfR7C fibk------- -
■ Subscribed and sworn to before me on this day of
19—
i
otary ub rc rn an or t e tate
of Washington
Residing at
BID 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 is 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
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.
tSIGNED, SEALED AND DATED THIS DAY OF _ 19_
rrncrpa
urety
19_
Received return of deposit in the sum of S
i
CITY Of RENTON LID 314 BID SCHEDULES
Schedule A - Improvements along East Valley Road, S.W. 41st Street tc
S.W. 23rd Street
Schedule A-1 - Street and Drainage
Schedule :-6 - Water
Schedule A-3 - Illumination
Schedule B - Improvemerts along East Valley Road, S.W. 23rd Street to
S.W. 16tn Street; along S.W. 16th Street, Raymond Avenue S.W.
to East Valley Road; along S.W. 19th, Raymond Avenue S.W. to
East Valley Road; alung S,W. 21th, Valley Parkway to East
Valley Road
Schedule B-1 - Street and Drainage
Schedule B-1 (Alternate) - Street and Drainge
Schedule B-2 - Water
Schedule B-3 - Sanitary Sewer
Schedule B-4 - Illumination
Schedule B-5 - Traffic Signal
Schedule C - Improvements along S.W. 23rd, Linu Avenue S.W. to East Valley
Road (P-9 Channel)
Schedule C-1 - Drainage
t
PROPOSAL
TO THE CITY Of RENTON
RENTON, WASHINGTON
Gentlemen:
The undersigned hereby certif_ that _ has examined the site of the
proposed work anJ ha! read and thoroughly understand_ the plans,
specifications and contract governing the work embraced in this improvement,
and the method by which payment will be made for sai' work, and hereby propose
' to undertake Ind complete the work embraced in this improvement, or as much
thereof as can be completed with the money available, in accordar.:e with the
said plans, specifications and contract and the following sched..e of rates
' and prices:
'Note: Unit prices fo, al` items, all
extensions, and total amount of
bid should be shown. Show unit
prices both 1n writing and in
fiqures.;
Signature _
t Address
Names of Members of Partnership:
OR
Name of President of Corporation
Name of Secretary of Corporation
Corporation Organited under the laws of _
With Main Office it State of Washington at
PROPOSAL
ano Drainage LI6 No. 314
ITEM APPROX. ITEM WITH UNIT PRICE
NO. QUANTITY (URN Prlc4611 IP IH INIH110I M WOrdO UNIT PRICE •MOUNT
1 L.S. Mobilization
' 4 1. er lump sum
U t7 1 �
3 Ac. Clearing and grubbing
per acre u.�
3 7,500 L.Y. Unclasslf)ed Excavation
/ion`�- -9er cubic yard
Z. .n IS
4 4,000 L.Y. Unsuitable Excavation
Aur`L>L per cubic yard
12ogj -
I' 5 500 S.F. Rock Detaining Wall
er square foot
y ZZSD.'ro
6 14 Each Settlement Platforms
oo
—per each
7 15,000 SLrcnarge Excavation ---' c.Y.
IrS--= per cubic yard
M
3 1,187 Tons Crushed Surfau ng Top Course
ty,ki 4Na 13�o0 per ton � 90 1/751. 30
PROPOLAL
Scnec„le A-), continued
' ITEY APPROX. ITEM WITH UNIT PRICE
N0. OUANTITT lUnit ►tIOOs tO be WrNtOn In WO,dg) UNIT PRICE Amouhr
9 234 Tons Temporary Crushed Surfacing Base Course
per ton
10 652 Tons Riprao
Ik
.rf • wy i
lw ..41� J!l'L`=Der ton !
11 O�DOO- nk Run Gravel, Class B
Tons _
. 400 per ton I S1'9LOd U�
12 1,885 Tons asphalt Treated Base
Y per ton
23. - qq, log,
13 5,827 Tons Asphalt Concrete Pavement Class 8
IMMLS ( gyp/ i
3�Yd2j per ton I rc
14 208 Tons incidental asphalt Concrete
per ton
`ls to -
15 10,972 Cement Con.rete Curb and Gutter, I
L.F. Type A
q� L�o
per lineal foot.
16 495 S.Y. Cement Concrete Driveway (6" thick)
t
per square yard
.o
Schedule A-I, is-.Wooed PROPOSAL LID No. 314
' ITEM APPRUR. ITEM WITH UNIT MICE
NO. QUANTITY [Unit Prices to N Written In WwM) UNIT MICE AMOUNT
17 2,337 S.Y. Cement Concrete Sidewalk (4-inch thick)
f 0/
per square yard a 60
18 14,878 Paint Striping
L.F.
tj j ••__per lineal foot tL
' 19 237 L.F. Thermoplastic Crosswalk
t )°
,W�--der lineal foot
f _
' 20 70 L.F. Thermoplastic Stop Bar
i
' f b er lineal foot
2�o y7. _
21 76 Each Thermoplastic Traffic Arrows
t4�k�=per each
' 22 20 Each Thermoplastic Letter
' — weer each
Isa �zQ.�
23 8 Each Remove and Relocate Existing Sign;
p 0
er each 'C& 'A
24 35 Each Lane Marker Type 1
ZyIw7 __=per each
�
1
1 PROPOSAL
Schedule A-1, continued
1 LID No. 314
ITFM APPROX. ITEM WITH UNIT PRICE
NO_ QUANTITY (unit Pric** to 40 WrNt.n In WOrO,) UNIT PRICE AMOUNT
1 25 12 Each Lane Marker Type 2
1 -
Per each 2�3 i-
26 278 Each �)
1 9-374 inch to250) Plastic
T,ra�ff i-c(}`Buttons I
1 �'�"' �j�' ��— ---A2r fdr1;
27 2 Ac. Seeding, Fertilizing and Mulching Z
l�f�s^ �FcL =per acre
28 2 Each Monuments -T
V per each
1 29 3 Each Adjust Existing Catch Basin to Grade
1 &"4z pO,=Per each
�5. Z25 -
1 30 15 Each Adjust Existing Manhole to Grade
71' each
� Y _ ?5• 1125• -
3) 6 Each Adjust Existing Valve Chamber
1 to Grade
1 _ &=441 per each
32 570 S.Y. ASPhalt Concrete Pavement Patch
{¢4nuJL 'der square yard
1
1
PROPOSAL
SchedUle A-1, continued
' LID No. 314
ITEM QUANTITAPPROXY'
IT fY WITH UNIT PRICE
MO OUI,NTITT (Unit Prlou to be W,Itton In Warp)
' --- UNIT MICE AMOUNT
33 L.S. Finish and Clean Op —T—
I
�r lump Sum I
' 34 L.S. Private PrcCerty Restoration 20 ve 20
er Imp sum
i
35 1,573 L.F. 12-inch Diameter Storm Drain Pipe
er lineal foot
6446
36 256 L.F. 16-into Diameter Storm I-
Drain Pipe
per lir-.al foot
14)
37 648 L.F. 21-1nch Diameter i_ '�
S[oro, Urain Pipe
s3"lm�T_per lineal foot
w `2 )
38 404 L.F. 24-Inch Diameter Storm Drain Pipe 3
Der lineal foot
' 39 1,531 L.F. 30-inch Diameter Storm Drain Pipe
. I�
----- per lineal foot j
40 1,647 L.F, 36-inch Diameter Storm Sm
' Drain Pipe
Z
"— per lineal foot
So
�f7.i �1232 sm
1
SCHEDULE A-1 ADDl'110NS `
SCHEDULE OF PRICES
(Note: Unit prices for all it.ms, 41I extensions and tota. amount o,
bid most be snown. Show unit prices in both words and figures
and where conflict occurs the written or typed words snali prevail.)
-__ _ ._ _„_• _n Words DOLLARS ' CTS. DOLLARS T
ITEM APPROX. ITEM KITH UNIT PRICED BID NIT PRICE AMOU]
40. QUANTITY snit Prices t- be written CTS.'
41A I 2 EA. '48", 90° Bend Riser 6 Trash Rack 1,925100 I 3,85q 00
54. ! L.S. (Compensation for Grading Resulting
i from Deletion of Item 7 19,620100 19,620, 00
I ' I
55. I3.200 Tons Foundation Material 9t50 30,400130
56. 2,000 Tons pipe Bedding Material 8!00 16,000i 00
57. ! 50 Tons old Mix j 60 �i00 3,0001 00
i
i
I I
i
I
1 _ PROPOSAL
Schedule P-1, continued LID NO. 314
' ITEM APPROX. ITEM WITH UNIT MACE
i NO. OUANTITV tun" hleoo to 1141 Written M Words) UNIT PRICE A'10UNT
141 221 L.F. 48-inch Diameter
e_Storm Drain Pipe -�--
' per lineal foot r
r
837 Tons Bang pun Gravel, Class 8 (Trench.;
r
;
t9�Seo �
- ���per ton
43 70 Each Catch Basin Type 1-C
per each
44 Each Catch Basin Type it-C
' -L per each
of
t45 9 Each Storm Manhole, Diameter 54-inch ''
I� ( �
1yAAtQa,Ed $Der eachVv—
f�
Ism
' 4A Il Each Store, Manhole, Diameter 60-inch
V LLAzer each
47 3 Each Storm Manhole, Diameter 72-inch
tgrper each
48 15 v-F. Extra Depth Cattc9h'Basin Type 11-C
er vertical fout
r
r-,
PROPOSAL
Schedule A-1, continuea
' :TEN APPEox. LID NO. 316
MO. Ot1AN T ITT ITEM •ITN OMIT►IIIC[
IUnn Prke� le�e rrNlew' In woad) UNIT PRICE E9 30 � I, AYOUNT
Extra Depth Manhole 5
( 4 tncn Diameter)
per vertical foot
50 ag V.F. Extra Deptn Manhole1
(60-inch Diameter)
1
Cer vertical foot
w M_51 10 V.F. Extra Depth Manhole (72-inch Diameter)
LIal u An. per vertical foo
52 1 Each prefabricated 60-1n I�
cn Diameter Bend
er each
' 53 6 Eacn Trasn Rack
' y�iAiy_9LaoW er Each tp
Subtotal, Schedule A-1
1
t
PROPOSAL
Schedule A-2, Water
LID No. 314
ITEM A►V110%• IT am WITH UNIT MN:t
NO. OUANTITY (Unit ►rk&& to 69 MINION MI WWII&) UNIT MIDe AMOUNT
1 104 Tons Bark Run Gravel, Class B (T-ench)
per ton
3 cs
2 150 Tons Foundation Material
er ton 9 L /4?5 °
3 372 L.F. 12-1nch Ductile Iron Water Main,
Class 52, Tyton Joint
Per lineal foo I~ P. Y
4 396 L.F. 10-inch ductile Iron Water Main, I /
Class 52, Mechanical Joint
per lineal fool
5 52 L.F. 6-inch Ductile Iron Water Main, Class
52. Mechanical Joint, including
L tack a Roos ,ice
Ir■■ `�-. per lineal fool
6 46.5 C.Y. Cement Concrete Thrust Blocking te
_—per cubic yard
7 1.600 L.F. 3/4-inch Shackle Rods
SO �
lineal
foot L
-2411
a4 -
8 1 Each 12-inch x 6-inch Wet Tap
LJ44 — er each
z Ily �
PROPOSAL
Schedule A-2, continued
_ LID No. 314
ITEM AFPROx. ITEM WITH UNIT PRICE
NO. QUANTITY (URN ►rNo•to M Wrfitsn N Words) UNIT PRICE AMOUNT
9 6 Each 12-in h x 10-inch Met Ta
oAT.L,P �,.�.., �n�.,�i.,�,�t ��b�r ..
er each rim. ta"'
10 9 Each Reconnect Ex s.tiag r ice
per each �' 2105 'A
11 3 Each Retap Existing Service TTT
per each
12 2.500 lb. Cxtra fittings 1
ase - . Ors per pound
e..I
13 6 Each 10-Inch Gate (^,Valve t t
.p o•• •L Y 1 � 1 Tl�2r each ,
54D.y 40
14 4 Each 12-inch Gate Valve, with Bypass,
With Vault
er each
15 12 Each Valve Marker
per each
40
K
16 3 :rach Adjust Valve Box, including
Valve Operating NuotbEExxtension
•o �•-S*J�_�Lper each
I
PROPOSAL
Schedule A-2, continued
LID Hc. 3!4
NO. QUANTITY
ITEM N ITEM WITH UNIT PRICE
TT (Unit ►rI<to to be Wrltton In Wofdo) UNIT PRICE AMOUNT
1) 10 Each Hy tlrant Assembly, TYp e A er each
T
� I
18 1 Each Hydrant Assembly, -
Type B-1
i
Per earn
19 1 Each Hydrant Assembly, Type B-2
' e ch
r
20 aEah
� Guard POStS
z—`---per each
1
V
21 6 V.F. Hydrant Vertical E■Censlon 1'
per vertical foot
— * Z o
22 13 Each
Temporary 2_in,;h Btoa-Off Assembly
°7r reach
each
Subtotal
' W.S.S.T. 6.6% S 1two
' Subtotal, Schedule A-2 -1 7 32 1L
1
PROPOSAL
Schedule A-3, Illumination
L:D No. 314
ITEM APPROX. ITEM WITH UNIT PRICE
MO. QUANTITY (Unit PrIces to Yt Mritton M Words) UNIT PRICE AMOUNT
L.F. Conduit Trench and Backfill
`meal foot
2 100 Tons Bank Run Gravel Class B l,Trenchj
.S
per tor,
W
3 17 Each
-i9nt Pole Foundatiion Ste(`` �per
J•p7each
,
4 2 Each Service Cabinet Foundation
i
-tc" $ �li ,�yyper each `O
71.
5 17 Each Aluminum Pole, 40-foot Mounting
Height f Z �
or each
pe 1255•IS" 22 p
b 17 Each LID Luminaires, 250 Watt, Furnish
and Install
sep
p r ¢aCn z ;yY,
G
7 1,150 L.F. Conduit, Schedule 40, 1-1 b_
Diameter /2 loch
Z �
-"---►cr lineal foot oe
8 .195 L.F. Conduit,
SCheoule 40, 2-inch Diameter
'�+' rACL_,_per lineal foot 7O oy
I
1 r , PROPOSAL
Schedule A-3, continued
1 LID No. 314
ITEM APPROX. tr[r WITH uwtt rNtca NO. OUANTiTv (unit ptkeo to N wrtttoo Is wwd*) UNIT M10I
AMOUNT
1 9 200 L.F. Conduit, Schedule 80. 2-1nch Diameter
1 Der lineal foot
2
1 10 16 Each Design B Junction Box
er each —
11 2 Each Design Intermediate Junction Box
1
Der eacn
1 12 20.5 Conductor - Illumination,
K L.F. No. BAWG
1 41
t0aat _0 r 1,000 lineal fee ! _
13 5.6 Bare Ground Wire, No. 10AW6 is w
K L.F. ltu*� I i
iDer 1,000 lineal feet 1
1 14 34 Each Fuse Kits 1
Per each I�
O �
15 2 Each Service/Control Cabinet, Type UC /�h'� 10
A each
1 - 3075 � 4• ' -
ubtotal, Schedule A-12�
1 Subtotal, Schedule A-2 1z
Subtotal, Schedule A-1 �
iTOTAL, Schedule A