HomeMy WebLinkAboutWWP2701999(29) le :1
The two air compresors shall be of the close-coupled, oil-less type. Each
compressor shall have a minimum capacity of 0.2 cubic feet 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 he
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 cf the mercury-tube type, with sensitive
Pressure elements and independent high and low adjustments for each pump.
The minimum differential shall 'ae 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 ta,e wet well continue to rise above the
starting level for the low-level pump.
105-10 DEHUMIDIFIEP AND VENTILATING BLOWER
A dehumidifier assembl%, 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 vrevent condensation on the walls.
The moisture removing capability of the dehumidifier shall vary with the
temperature and relative humidity within the station. The minimum capacity
rating at 80)o[ F. shall be 25 pints per day at 90% humidity.
The dehumidifier shall be controlled automatically by an adjustable
humidistat and low air temperature cutout with contacts of adequate capaci-
ty for the dehumidifier motors.
A ventilating blower shall draw in air and shall discharge it fror the sta-
tion through a second vent line forming the other side rail of the ladder.
The squirrel-cage, high-efficiency type blower shall be controlled by 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 and ventilating blower shall
be turned on automatically by a spring-operated entrance switch 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 lights and
ventilating blower with the cover closed. The steel vent lines shall have
suitible covers to prevent the entrance of rain or snow and screened
openings to prevent the entrance of rodents, birds or other foreign matter.
105-11 LIGHTS
Adequate lighting, consisting of a twin 40 watt fluorescent la,lr fix-
ture shall be provided ror the convenience and safety of the operator.
The lighting shall provide ilumination for all areas in the station. The
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 en-
trance lid is raised. The manual Switch shall maintain the lighting 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 of 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
gate valve within the sumo chamber. An enclosure of i/4" galvanized steel
mesh shall surround the sump and the Sump pump to kiep out debris.
105-13 PIPING
Pump suction lines shall be 8", Class 150, plain end, cast iron pipe,
Outside the pump chamber with bronze-fitted, double-disc gate valve inside
the chamber. The discharge line from each pump shall be fitted with a
bronze-fitted check valve and an 6" bronze-fitted, double-disc gate valve.
The 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. Four-inch,
straight-through check valves and increasing check valves up to 6" x 8"
shall have stainless steel shafts with double "0" rings and grease fittings
at both ends where the shaft passes through the body of the valve.
Straight-through check valves 6" and larger and increasing check valves, 6"
x 10" and larger, shall have stainless steel shaft with non-tu'>riCat=d
packing glands. The common discharge pipe and the discharge cutlet shall
be 8", Class 150, plain end, cast iron pipe.
The air bubbler line furnished by the station manufacturer in the station
shall be 1/2" nominal tubing, terminating in a fitting in the entrance tube
to accept the 314" piping extending to the wet well. An angle bracket
shall be welded to the outside of the chamber, just over the bubbler line
coinection, to receive a 3" x 3" x 1/4" anole 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 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 coat of "Versapox"
epoxy resin after installation
105-14 wik1NG
The pump station shall be Completely wired at the factory, except for
the power feeder lines. All wiring in the pump station shall meet the
requirements of the National Electrical Code and coded as indicatd on the
wiring diagram. All wiring outside the panel shall be in conduit, except
for 115-volt accessory items which are provided with connecting insulated
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 ground level.
Accessory items such as the sump pump, dehumidifier and air compressor
shall be plugged into Polarized, grounded convenience outlets, located
close to their installed position so that such items can be readily removed
and serviced if necessary,
105-15 FACTORY TESTS
The completed pump station shall be given an operational test of all
equipment at the factory to check for excessive vibration, fer leaks in all
piping or seals ani for correct operation of the automatic control system
and all auxiliary equipment, The pump suction and discharge lines shall be
Coupled t0 a reservoir and the pumps shall recirculate water for at least
one hour under simulated service conditions. The automatic Control shall
be adjusted t0 start and stop the pumps at approximately the levels re-
quired by the job conciitiar.s.
105-16 SPARE PARTS
A complete replacement pump shaft seal assembly shall be furnished
-- with each lift station. The spare seal shall be securely fastened to the
control panel and shall include complete installation instructions. A
spare volute gasket shall be provided. A spire filter cone for the seal
filter shall also be provided, in the same Container as the pump shaft
seal.
105-17 INSTALLATION AND OPERATING INSTROCTIONS
Installation of the pump chamber, entrance tube and related
appurtenances shall be done in accordance with written instructions Provid-
ed by the manufacturer. These instructions shall be delivered with the
station.
A convenient Maintenance and Operating Instruction Chart and Daily Mainte-
nance and inspection Record Chart, hith a^ple room for recording daily
inspections of the pump station shall be securely mounted on the interior
wall of the main pump chamber.
in addition to the Maintenance and Operating Chart, the manufacturer shall
futher provide i complete and detailed Operation and Maintenance Manual.
This manual shall cover, in addition to general operating procedures, the
operation, maintenance and servicing procedures of the major individual
Components provided with the pump station. This manual shall be shipped
with the pump station,
The manufacturer shall further provide the services of a factory-trained
' representative for a maximum period of rile day to perform initial Start-up
of the pump station and to instruct the owner's operating personnel in the
operation and maintenance of the equipment provided by them,
105-18 EXPERIENCE AND WORKMANSHIP
The pump station Shall be the product of a manufacturer with a minimum
of five years of experience in the design and building of such automatic,
factory-built, underground pump stations and all workmanship and materials
throughout shall be of the highest quality.
105-19 MANI'fACTURED 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 or, the
basis of the particular equipment and materials specified for the purposes
of 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 substitution is Superior or equal in
construction and/or efficiency to that named in the specifications, and
that high quillity has been demonstrated by at least five years of service
in similar installations.
If prior to the execution of the contract, the encineer's approval is
obtained for alternate equipment, the contractor shall, at his own expenv,,
make any changes in the structures, building, piping ur electrical neces-
sary to accommodate the equipment, and if engineerinq is required due to
Substitution Of other material, the contractor shall pay the engineer for
the engineering service. ,
It will be aSSLmed that the Cost t0 the contractor of the equipment
proposed to be Substituted is less than the equipment named 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 GUAPANTEE
The manufacturer of the lift station shall guarantee for one year from
date of shipment that the structure and all equipment will be free from
defects'T design, material and workmanship.
Warranties and guarantees by the suppliers of various components in lieu of
a single source resonsibility by the manufacturer will not be accepted.
The manufacturer shall be solely responsible for the guarantee of the sta-
tion and all components.
In the event a component fails to perform as specified or is proven defec-
tive in service dt,rinq the guarantee period, the manufacturer shall
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
modify major components such as the station structure, pumps, pump tm)torS,
sewage piping manVold, etc.
The replacement or repair (including cost of parts and labor) of those
items normally consumed in service, such as pump seals, fluorescent. tubes,
oil, gr?ase, etc., shall be considered as part of routine maintenance and
station upkeep,
saparate payment will be made for now traps installed in new or existing stet
oastm. Separate payment for connection piping will he made m accordance with
Section 69-5 of the Standard Speciftcationi.
SECTION 89- MISCELLANEOUS PIPE CONNECTIONS
69-3 CONSTRUCTION DETAILS
This section shell be amended to include:
69-5 PAYMENT
The last sentennl shall be amended to read:
The above unit contract prices shall De full comperoation for the pipe in place
including %U labor, equipmeit and material, excavation, backiill and compaction,
furnishing ano installing the trap, enlerprig catch basin outlet hole as required for
the new connection, plugging the abandoned outlet pipe, removing or pluggirq
abandoned t,ap and when pipe is constructed to the curb,removal and replacement
of the concrete at the outlet including reinforcing steel.
Ra9`'"� diver Sioen � Incl. sf . �e/
ROCK WALL(No% Section) SPec a.��� G�oH fe Ells w(l �nss
tFs easily _
Description set
$un y Q^� F3lO�A ♦C iVer Twl/ �
This item shall consst 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 wells shall be formed of loge pieces or quarried hasalt, 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 AASNTO T104, the loss through a one-inch
sieve after 6 cycles shall not exceed 05% by weigh.
57
SECTION 13 - STREET AND DRAINAGE E%CAVATIO4
13-1 DESCRiPTIC4
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 incliding excavation for rock retaini•,g walls
and open drainage ditches, Suitable excavated material shall be used for
roadway ^ibankments, whtb sw plus excavated material, if any, shall be
dispor+d of by the Contractor.
All vegetation, such as tree roots, brush, heavy sods, heavy grow,h 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 to 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 m;'erial, 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 to fill or embank-
ment areas within the limits of work, only upon approval by the Engineer.
Rtiovil of concrete, asphalt concrete, asprialt and cement concrete
drivw�way, sidt, alk 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 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 rucks or cemented lumps larger
than two and one-half inches (1is") in greatest dimension, in the top six
inches (64) which shall be compacted to a relative density of not less
i than ninety-five percent (95%) as determined by Test Method AASHO T-160
"C"
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 "S% 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 13-3.10ES, 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
shown on the plans shall be removed and disposed of in accordance with
section 13-3.02 of the Standard Specifications, as dir.;cted by the Engi-
neer. This material, so removed, shall be replaced with bank run gravel,
Class B, rompacted 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.
Excavation of witches 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 xhail be accomplished,
measured and paid for as described in Section 19.
Culvert Excavation at SA( 27th Street and Springbrook Creek shown on
---.the plans shall be accmlkl ,shed by the contractor at the direction of the
Engineer to remove all desirable materials below the proposed cul-
verts. This 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 agencies as well as the Owner,
13-310AI UNSUITABLE EXCAVnTION
Unsuitable excavation shall include all material!; 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 "So
compacted to a relative density of rot less than ninety percent (90X), as
determined by Test Method AASMO 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/STr'ngbrc,# : ,ek bcl, ae
measured by the cubic yard as 'etermined from cross secti MS tn:.en before
and after excavation. The amount shown in the proposal is an est'mate
for the purpose of establishing a bid price. Any excavation performed
for th^ diversion of Springbrook Creek shall not be included to this
item.
13-5 PAYMENT
Payment for Unclassified Excavation shall be at the unit price bid,
per cubic yari. as set forth in the Proposal, which ;hall be full
compensation for furnishing all labor, materials, equ;pment, 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 bituminous
and asphalt pavement withing 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.
Payment for Unsuitable Excavation and Solid Rock Excavation shall be ov
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 Unsuitable material and Solid Rock, if
any.
The Unsuitable Excavation and Solid Rock Excavation quantity as shown in
the proposal is for the purpose of establishing a unit price roily. Exact
quantities will be determined in the field as work progresses.
Culvert Excavation at S.W. 27th Street/Springhrook Creek shall be Paid
for by the cubic yard at the unit price bid, Any excavation necessary to
divert Springhrook Creek shall be considered incidental to other pay
items and no payment shall be made under this bid item for this
operation,
SECTION 16 - WATER
15-1 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
There shell he no payment for water. All costs of furnishing,
transporting and placing water shall be considered incidental to other
Did pay items.
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 -ocks (800 to 1200 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 CONSTRUCTION DETAILS
The retaining wall shall be started by excavating a trench, of 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 ground level in embankment sections. Extreme care
shall be exe-cised by the contractor in all ope-ations so that there is
no disturbance to private property. Areas on which the rockery is to be
placed shall be trinTed and dressed to conform to the ele, ttion or slope
indicated. The rock retaining wall construction will st. •t as soon as
possible upon the shooing of the cut or rill section• Excessive delay in
starting this work will be the Contractor's responsibility to correct
any problems or repair any damage caused by this delay at no additional
cost to the Citv.
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 t" 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 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 rccks
will be seated as tightly and evenly is possible on the rock beloN 4n
such a manner that there will be no movement between the two.
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 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 will be measured by the square yard in
place, including the ballast backfill. 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 fro.., the top elevation which will
be field determined upon completion of rock placement on 25-foot
intervals. The bottom elevation will be measured to 9 inches below the
finished grade at the base of the wall in a cut section and 9 inches
below the natural ground line in a fill section.
y Excavation of he rock retaining wall will be included in the unclassi-
fied excavatio , no further compensation will be made for excavation.
Excavation beyond the limit shown on the drawing shall not be paid for.
The unit contract price per square yard shall be full comp-tnsation for
all labor, tools, equipment and materials, including ballast backfill,
required to perform the work as specified herein, as shown on the plans
or as directed by the Engineer.
SECTION 19 - SURCHARGE AND SETTLEMENT 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
location ndicated 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 settlement 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 damaged, the Contractor shall notify the Engineer and
replace or repair th• disturbed platforms.
19-4 MEASUREMENT
Furnishing and placing inported surcharge 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 yard in the field by cross sectioning the surcharge area after
the settlement period.
19-5 PAYMENT
In the event that excavated materials are used for surchargt.
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
made 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". 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 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 where possible and as approved by the Engineer. Surplus
material, if any, shall be removed from the site and dispo"ed 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, shalt be borne solely
by the Contractor.
Weighing will be considered incidental to constru:tion an. all costs
thereof should be included by the Contractor in the appropriate prices
bid fnr the material being weighed.
SECTION 23 - CRUSHED SURFACING, BALLASTING, AND STOCKPILING
23-1 DESCRIPTION
rrushed surfacing top course and base course shalt be in accordance
with Section 23 of the Standard Specifications except as herein
modified.
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 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 j., temporary crushed surfacing base course.
23-4 MEASUREMENT
"Crushed Surfacing Top Course", `Crushed SorfacThg Base Course",
"Temporary Crushed Surfacing Base Course" andl'Rip Rap" will be measured
by the ton. Tonnage will be verified in acco>dance with Section 21-1 of
the Special provision. \-
23-5 PAYMENT
Payment for Crushed Surt•:ing Top Course or Cr us rfa ing Base
Course, Temporary Crushed Surfacing Base Course an ip RaP 11 be at
the respective unit price bid per ton in the Propos 1. PWI(eent will be
considered as full compensation for furnishing, PlacTI19 and compacting
the material. Payment for Temporary Crushed Surfacing Base Course shall
be considered as full compensation for furnishing, placing, compacting
and reaeval as directed by the engineer.
SECTION 26 - BANK RUN GRAVEL
26-1 DESCRIPTION
Bank run 3ravel "Class B" shall conform to Section 26 of the Stan-
dard Specifications. Bank run gravel Class B shall be used to reply--e
unsuitable excavated trench material, unsuitable subgrade, and as roa!-
way and shoulder embankment material surcharge material or as directed
by the Engineer,
Bank run gravel Class R used as embankment material will be compacted to
a relative density of ninety-five percent (95%) as determined by Test
Method AASHO 180 "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 progrueses.
26.4 MEASUREMENT
Bank -un oravel "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 pe. 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" (Trench) is described in
Section 61.
SECTION 30 PRIVATE PROPERTY RESTORATION
30-1 GENERAL
The scope of this 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 wi.hin pri-
vate property, shall be the sole responsibility of the Contractor tc
remedy. All such area, ,hall 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
construcrion shall be repaired, replaced and/or restored to the satisfac-
tion of the Owner.
30.2 MEASUREMENT AND PAYMENT
Measurement for Private Property Restoration shall be 'y the Lump Sum
and payment shall be full compensation for all labor, materials, 'ools,
equipment and all other costs necessary to restore all private property
affected 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 Pavement,
Extruded Cement Concrete Curb, Bank Run Gravel Class "B", 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 pay-
rent shall be made.
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 cross sec-
tions shown or, the plans or established by the Engineer.
33-2 MATERIALS
33-2.01 ASPHALT
Asphalt cement shall be WSHD Viscosity grade AR-2000 grade pavinq
asphalt.
33-3 CONSTRUCTION REQUIREMENTS
33-3.06 SPREADING 00 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 not
exceed four inches (4").
33-3.08 DENSITY
The ArB shall be compacted to a density of not less than eighty
percent (80%) of the maximum theoretical density established for the mix
by the Rice Vacuum Pycnometer Method. The density of the AT8 shall be
determined by means 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. Additional 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.
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 c,)nsidered full compen-
sation for furnishing all labor, equipment, materials, tools and s.:p-
plies and for all other costs including testing, producing, screening,
loading, hauling, and stockpiling the asphalt treated base aggrega.e,
furnishing the asphalt cement, mixing, hauling, spreading, compacting
the asphalt treated base, and all other work not set forth as bid ite-s
in this contract incidental to fulfilling the requirements of these
specifications.
SECTION 34 -.ASPHALT CONCRETE PAVEMENT
34-3.01A PREPARATION OF ASPHALT SURFACE
Asphalt cmcrete pavement shall be "Class B" 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 mininuT cf twelve (12) inches.
C. Compacti n of asphalt concrete shall be in accordance with
Section 34-3.09 of the Standard Specificatitns.
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 8" 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. A�^
r
The asphalt concrete paving uachine shall be equipped automatic screed -f--
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 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 be capable of maintaining tl,e screed at the
desired transverse slope within plus or minus 0.1 per cent in a 12-foot
width. The roadway shall be ,:repared in accordance with Section
34-3.01A.
34-3.08 SPREADING AND FINISHING
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 td maintaining the screed at the
desired transverse slope within plus or minus one tenth percent (0.1%) in
�+a twelve foot (121) 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 to 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, materials and
incid•"d red to perform the work as specified including the
/ idlt bi ath. Any work which is essential to the construction but
or w 61 no b tem is included in the proposal shall be considered as
7 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 Concret3 shall be made at
the unit price Fer ton as set forth to 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 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 Subset-ion,
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 concret^ surface by
an epoxy adhesive suitable for bonding the two surfaces together and
approved by the Engineer,
36.3.04 TIE BARS
Delete this subsection in its entirety,
36-4 MEASUREMENT PAYMENT
The extruded cement concrete curt 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, equipment and materials and for complete
installation, in accordance with the plans and specifications.
SECTION 39 - CR!ENT CONCRETE PAVEMENT
39-1 GENERAL
Cement concrete pavement shall be constructed in accordance with
Section 3f of the Standard Specifications except as modified herein.
Cement concrete used for pavement purposes shall be AP14A Class 5-1/2 Sack
(1-1/2 inch maximum size aggregate) with 5% sir content (! 1% air
content).
Longitudinal joints shall be spaced along each driving lane. Transverse
joints shall be spaced at 15-foot intervals ±z feet t0 accrnriodate
utilities. All joints shall be handtooled or saw cut at contractor's
option. Saw tutting shall be done as soon as possible after textu^ing (4
to lb hours).
Curb and gutter can be formed integral with the pavement or separately at
the contractor's option.
39-4.1 MEASUREMENT
emen concre a pavement shall be measured in place by the square
.yard. Cement concrete curb shall be measured as noted in Section 40.
39-4.2 PAYMENT
ement
by the square y�rd
whichCshall be concrete
full compensationlfore alldequipment, materials n placelabor,
toils and incidental costs. Also included in this payment, but not
limited to, is any cost incurred by the contractor for placing the
required joints, curing and texturing.
SECTION 40 - CEMENT CONCRETE CURB CORg AND GUTTER
40-1 DESCRIPTION
Cement concrete curb and gutter shall be constructed in accordan,e
with the Plans and Section 40 of the Standard Specifications except as
-edified herein.
Cement concrete curb and gutter type A shall be Der Standard Plan.
40-2 MATERIALS AND FORMS
40-2.01 CONCRETE
Cement concrete curb and gutter shall be constructed of 14 day
Class 5 (1-112) airentreined 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 beginn'ng 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 (10'), or the ""gnmtht
one-fourth inch (1/4") in ten feet (10').
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
;terns as may appear in the proposal;
"Cement Concrete Curb and Gutter type" per linear foot,
Curb and gutter will be measured by the linear foot along the face of
curb for the actual length constructed.
payment for furnishing and placing cement concrete curb and gutter type A
shall be m+de at the unit price per linear foot as set forth in the
Proposal and shall be full compensation for all labor, equipment,
,ateriais and incidentals, including forms. Installation of wheelchair
rasps shall be incidental to this item and no separate payment will be
"lade.
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 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 (1-1/4), and the slump of the concrete shall not Oiree
one-half (3-1/2) inches and have a minimum design strength of 3000 PSI.
41-3 CONSTRUCTION DETAILS
41-3.01 EXCAVATION ANC SUBGRADE
Excavation for driveways shall be considered incidental to the con-
strwution 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,
41-3.02 FORMS AND FiNE GRADING
Forms for the straight sections of :he 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 opinions 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 errqugh p-otective 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.
41-4 MEASUREMENT
Measurement for cement concrete driveway will be made by the w,&re
yard for all surface concrete driveway placed,
4I-5 PAYMENT
Payment for furnishing and placing "Cement Concrete Drive May 6-
inches thick" shall be made at the unit price per square yard as set
forth in the proposal and shalt 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 Wthin these Special Provisions,
42-2 MATERIALS
The concrete mix for the sidewrik shall be Class 5-3/4 (1-1/4) with
a water content ratio not to exceei 5.75 gallons and a maximum slump of
3 112 inches with a minimum desic�i strength of 3000 PSI.
42-3 CONSTRUCTION DETAILS
a. Delete the last sentence, second paragraph of Section 42-3.03.
b. Dummy ,}pints 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 in'tial set. The size of the dummy ,joint shall
be as shown on tie detail drawng. Once the dummy joints have
been cut, the ^idewalk shall be furnished in accordance with
Section 42.
C. The sidewalk shall be divided irto panels by scoring one-
fourth inch (1/4") 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. 14,
Type "B" of the Standard Specifications.
42-3,03A DEPRESSED CUAu (WHEELCHAIR RAMP)
At intersections wt a new cement concrete curbs are to be con-
structed, the Contractor shall construct depressed curbs. The depressed
curbs shall be constructed in ar.:ordance with the standard drawings and
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.
41-5 PAYMENT
Payment for furnishing and placing "Cement Concrete Sidewalk 4"
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, equipment
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
Painted pavement striping shall be installed in accordance with
Section 8-22 of the 'Standard Specificatip— for Road and Bridge Con-
struction 1977" of the Washington State Miy,,4ay 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-
775t ons 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,
44-6.12 MEASUREMENT
"Paint Striping" 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 of furnishing and placing thermoplastic
cavement 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 MUTCO, 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
p a1 sfic material 8 inches in wi" ' parallel to one another and
separated by a minimum distance of •eat or as shown on the plans.
Traffic Arrows, Traffic arrows shall , .iform to the details shown
on t e p ons and shall be of white plastic material.
Traffic letters. Traffic letters shall conform to the details
s own in t e VTCO and/or on the plans and shall be of white plastic
material.
Sick__B__ar, A stop bar shall be a solid line of white plastic
mated 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. 3M STAMARK brand pliant polymer pavement marking film, 60 mil
thickness, applied with contact adhesive, manufactured by 3M
Company, 3m Center, St. Paul, Minnesota SS1O1, 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.
411 materials shall be installed according to the manufacturer's recom-
mendations and a manufacturer's representative shall be present prior 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 therm�phastic pavement
markings shall be removed. Large areas of tar, grease, paint or foreign
materials may requ're sandblasting, steam cleaning or power brooning to
accomplish complett removal.
44-7.01 MEASUREMENT AND PAYMENT
Payment will be made for such of the following listed bid items as
are included 'n the ;.oposai and payment will be made under:
"Thermoplastic Crosswalk and Stop Bar", per linear foot.
"Thermoplastic Traffic Arrow", per each
"Thermoplastic Traffic Letter", per each.
The unit contract prices per linear foot for "Thermoplastic Crosswalk
and Stop Ba•" and per each for "Thermoplastic Traffic Arrow" and "Ther-
moplastic Traffic Letter" shall be full compensation for furnishing all
labor, tools, materials and equipment necessary or incidental for the
comple..on of the work as specified herein.
44-8 TRAFFIC
444.1 DESCRIPTION
Where shown on the plans or as directed by the Engineer, cost
mounted traffic signs, or a regulatory nature, shall be 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 rabrication Manual" of the Washington State Highway Commis.
Sion.
The code numbers referred to in the plans are in accordance with the Sig*
Fabrication Manual noted above,
44-9.2 SIGN TYPE AND SIZE
New traffic control signs and pOSts Shawn on the plans shall conform
to the following sizes:
R1-1 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
Washingyton State Highway Commission. All posts shall be painted with
three (3) coats of exterior white paint.
44-0.3 CONSTRUCTION REQUIREMENTS
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 reflectorized signs located up to 25 feet from edge of pavement shall
be turned 30 out and those looated 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 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 matter with no individual particles exceeding
1-1/2 inches in diameter.
44-8.4 RELOCATING EXISTING SIGNS
Existing traffic control signs on the project shall be removed and
relr,ated by the Contractor as shown on the plans and as directed by the
Er ineer. Relocation installation shall be in accord3nce .ith Section
"4-8.3 above.
44-3.5 MEASUREMENT AND PAYMENT
'he unit contract price per each for "Traffic Control Sign (Type and
Size)" and "Remove 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.
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 to accordant: with Section 71 herein,
47-2.01 tOPSO1L
Top soil will not be required on this project.
47.2.02 SEED
See mix shall conform to the following specifications by weight:
olonial Bentgrass (Highland or Astoria) 10%
' Fescue (111ahee, Rainier or Pennlawn) 40%
re Grass (Merlon, Windsor or Park) 40%
English Perennial Rye 10%
See 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 5D% i. 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 Founds per acre.
47.2.048 WOOD CELLULOSE FIBER
Mulch shall consist of wood cellulose fiber and be a?plied at rate
Of 1,000 ory pounds per acre,
47-4 MEASUREMENT
The quantity to seeding, fertilizing and mulching will be batod 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 'abor, tools, materiels and
equipment necessary or incidental to the placing of the materials noted
herein,
11 _.; `1_ • MONUMENTS
This of t
Specifications
rd
project andoshall be�deletedain its entirety. its will nvt apply the f to this
M owing specification shall be inserted.
50-150-1 DE�TION
ts
bronze
The ma marker plugs,scast firoo frame�g and dcovers lat hling e Points urvey monuments
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 N DETIALS
50-3.01 REFERENUE POINTS
The Engineer will reference all monument points in advance of con-
struction. The Constrictor shall be responsible for saving and Protect-
ing all reference -lints until the monuments are set.
50-3.02 SETTING OF MONUMFNTSI 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. Upon comple-
tion of the monumentatin, 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 tr al
cost of checking and shall reset the monument or case and cover a. to
additional expense to the City. The paymont for checking shall be
deducted from the amount owed to the Contractor for monument the
the
his work on project. Failure to notify the Engineer of a disturbed
Contractor shall bear an additional one hundred dollar ( 1me penalty
resetting the monument.to be deducted from amounts owed to the s Contractor plus the coat of
re
50-4 MEASUREMENT AND PAYMENT
ent fr
forthpInmthe proposal men Thesunilt contract pricehal be at the unitperieacheshalihbe�full
compensation for ail labor, tools, materials and all incidental work
fr:meseandocovers icanpleteand
tn place installing
in accordanc survey e with the plan!.plugs,
and
Soectftcatfons or as directed by the Engineer.
SECTION 52 PEMOVAL OF EXISTING STREET IMPROVEMENTS
52-2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT
emoval of asphalt concrete pavement upon any type of base shall be
incideRntal to unclassified excavation, The Contractor shall sawcut
Paveme^t 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 costs thereof shall be 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
suDgrade 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 CONCREie CURB AND GUTTER
The full section of the concrete curb and gutter shall be removed
and disposed of as shown one
plans or as directed by the Engineer,
52-2.07 REMOVAL OF CATCH BASINS, MANHOLES SUMPS CULVERTS ETC,
Existing catch basin;, 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 exisitng strucutres
shall be backfilled with bunk run gravel class 9 or with suitable fob
excavation material as directed by the Engineer,
52-2.09 WASTE DISPOSAL
Shall be be in accordancewith Section a_
1.06.
52-3 MEASUREMENT AND PAYMENT
Payment for removing existing street improvements shall be made at
the respective unit prices l set forth in the proposal, and shall be
to
orDerfo compensation for all labor, materials, and equipment necessary
se , forth
ort m the the Bark ineludin, dtapoaal, Removal of items or things not
con;tru chonnand therCostslthe thereof Shall Shall be
the fincidental
i therali to tamsto
the proposal.
The exisitng corrugated metal culverts at the intersection fo Spr�ng-
brook Creek and SW, 27th Street shall be removed and despised of by the
Contractor, Springbrook Creek shall be divertec to allow excavat'.m
within the channel during the culvert replacement operation. Payment
for removing these culverts and diverting Springbrook Creek shall be at
the lump Sum Price bid as set forth in the proposal for the Bid Item;
Remove Springgbprook/S.W. 27th street culverts, All other culvert
removals shall De considered as incidental to other items of
r ovauttton,
SECTION 53 - ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINI�IH
A
53-1 DESCRIPTION
Thy adjustment of existing unlit es shall be accomplished in com-
pliance with Section 53 of the S-nncsr,;' 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, mcnueent 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 pre,:!nt 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 sane manner and of the same material as
that required for new construction.
Monument frames Ind l,alve 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 COVER
Existing grates shall be replaced with a solid cover as shown in
Standard Plan No, 42.
53-4 MEASUREMENT AND PAYMENT
Payment for adju-ting each existing utility stru-, . a to grade
shall be at the -espective unit price bid per each as s : forth in the
oropoW 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 shall 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 'tem.
Final adjustment for new sanitary sewer manholes shall be paid for at the
respective unit price bid per each as set forth in the Proposal and shall
to full comoensation for all labor, equipment, materials, and all inci-
dental costs necessary to complete the work.
SECTION 54 - PAVEMENT PATCHING
54-1 DESCRIPTIDN
Pavement patching will be required an 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 travel•ay 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 "8" 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 grads 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
shou)derline. The newly cut edge shall be painted with dilute asphalt or
SS-I emulsion immediateli prior to the placement of the patch.
Asphalt concrete Class B pavement shall be placed in one lift of two Q)
inch thickness Over the previously placed layer of crushed surfacing.
The patch shall be rolled Lo a riding surface flush with the
surface of the existing asphalt, In.rediately 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
54-4.01 ASPHALT CONCRETE PAVEMENT PATCHING
Measurement for aspha'. concrete pavement patching will be made by
the square yard on the plane of the so-`ace 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 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 "8".
SECTION 57 - FINISHING AND CLEANUP
57-1 DESCRIPTION
Finishing and cleanup shall be completed in accordance with Section
57 of the Standard Specifications.
S7-3 MEASUREMENT AND PAYMENT
Payment for finishing and cleanup shall be per lump sum price bid
and shall constitute complete compensation for all labor, materials and
equipment ne-essary to carry out the cleanup operation,.
57-6.02 RELOCATE EXISTING MAILBOXES AND STR'+b
The existing maflWo es and -ands shall be relocated as shown on 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.
M_
DIVISION Ill - SANITARY SEWER AND STORM DRAINS
SECTION 60 - PIPE, MATERIALS, AND TESTING FOR SEWERS, DRAINS AND CJLVERTS
60-1 DESCRIPTION
All pipe used 1n 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 .I
or reinforced concrete pipe. Corrugated alloy or corrugated steel pipe
shall only be allowed as shown specifically on plans.
'ipe material, gaskets, and couplings shall be in accordance with
,plicabie sectiors 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.
APprovul 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 draic pipe shall be constructed in accordance with Sec-
tion f0 of the Standard Specifications except as modified herein:
a. All fittings shall ba 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 flexibl^ gasketed joints. The require-
ments of Section 50-3.01A of the Standard Specifications for per-
meability testing shall remain in force.
60-301F DUCTILE IRON PIPE
Ductile iron pipe shall conform to 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 acrrdance
with AWWA C-104-74 (ANSI A21.4).
60.3.0111 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-TITS PVC sewer pipe or an approved equal. Pipe Joints
shall be bell and spigot with flexible rubber ring gasket.
60-3.011 GALVANIZED CORRUGATED STEEL PiPE ARCHES
Galvanized corrugated steel pipe arches and coupling bands shall be
/� in accordance with the Standard Specifications and shall be ARMCO MEL-
(R^ ' COR or equal with Treatment 2.
IX' 60-3.01J CORRUGATED ALL44INUM 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
be 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 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,
grubbing, pavement removal, excavation, trenching, backfilling,
compaction, pipe, pipe laying and 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 AND BEDDING FOR
W INS NCULVF,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.
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 shill furnish a stt onger 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 pe^mit proper ,jointing of the pipe and bdckfilling 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 ether
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 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-
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 wi,l
appear, and the extent to which such occurrence of water stall 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 tiring
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 Contractor shall not
interpret the information presented as req- i,ements for constru,tion.
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 associa'ed with
monitoring, if provided, shall be included int to appropriate 1urip sun or
unit bid prices in the proposal.
61-3.01A EXTRA DEPTH TRENCH EXCAVATION
Several locations on this project require unusually deep trenches.
Where the average depth of the required trench excavation between any two
sanitary sewer manholes exceeds twelve (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 (G.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 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,
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, includinq removal and
disposal of unsuitable materials, shall be included in the unit contrxrt
price per rublc yard for "Foundation Material,, unless specifically
Provided for in other bid items,
All Provisions for Section 61.3.03A of t4 Standard Specifications shall
remain in effect,
61-3.03C CLASS C BEDDING
Cectiondding Procedures,, and materials shall be in accordance with
materials,61-3.03C3 for Class C" bedding and Section 61-3.03C5 for
61-3.0301 BEDDING FOR Pv, 'IPE
Pipe bedding procedures ai 1 material for PVC sewer lines shall be in
accordance with Section 61-3.03D1 Of the Standard Specifications except
as modified herein,
The bedding materiel shall be cler,n, 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-
ted to 95
density 5. The determined er the. The material l�Canp3c be tloncControl Tester specified in Section
cent Of the maximum
13-3.actor The material shall be obtained from a source selected by the
contractor and shall be subject to the prior acceptance of the Engineer.
Before backfillinq with bedding material is begun the
debris, Bedding
the trench shall
first be cleaned of all roots, loose stones, and othe
materials shall be placed only upon undisturbed earth.
The bedding material shall be mec`.anically compacted to obtain a fir,
unyielding foundation•
The
bedding
reserves the right to order, in writing, that the pipe
9 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 n
unbalanced unit bid price for piping bedding material since any or all oaf
the pipe bedding9 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 requirement; for pipe bedding material is deleted by the En
neer, t,,e requirements for Class D bedding shall apply and all costs
thereof shall costs
be considered incidental to the construction,
61-3.03_ p_ 2 gEppIN,3 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 Coitrol Test" specified in Section 13-
3.10ES. The material shell be ob.•ined from a source selected by the
contractor and shall be subject tc 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 plsced only upon undisturbed earth.
The beddnig material shall lechanically compacted to obtain a firm
unyielding foundation.
The _ngineer reserves the - t to order, in writing, that the pipe
bedding material be omitted d 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 f .ntractor is cautioned against submitting an
unbalanced .;nit bid price fo oiping bedding material since any or all of
the pipe ledding requirer,, t- specified on the Plans may be deleted
during construction. For t• s Contract, pipe bedding material shall not
be considered a major tier defined in Section 4-1.03. 1
Where the requirements fe it bedding material is deleted by the Engi-
neer, the requirements f,., Mass 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 Cxpected to be regulreC
to prevent cave-in of the trench walls 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.
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 and/or shoring
shall be included in the appropriate lump sum or unit bid prices in the
proposal.
All provisions of Section 61-3.D4 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 if the installed pipe. The initial backftll material shall be
carefully -3.05 of the
t,and placed in strict accordance
StandardSpecifiications. Subsequentbackfillith shallction not belplaced until
the initial baCkfill is approved.
Initial backftll 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 backftll except as specified herein,
(1) Shoulders and Streets: Subsequent backfitl shall be placed in
lifts not to exceed 9 inches in loose depth and each lift mechani-
cally compacted to at least 95 percent of maximum density as deter-
mined by the CoToaction Control Test specified in Secticn
13.3.10E5.
(2) Unimproved Areas: Subsequent backfitl 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 material is not suitable or surcharge material not
available for use as backfitl, bank run gravel shall be used as required
by the Engineer. Bank run gravel Class B (Trench) material shall be as
specifitandar
gravel,edandn Section shall be 2utilit utilized the
Sbackfi/ling cof ication trenches only for
Class
only +n n
specifically ordered by the Engineer,
61-3.06 COMPACTION OF TRENCH BACKFIII
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.
Patted to 95 percent of the maximum density as determined by the "Com-
paction Control Test" specificed in Section 13-3.10E5 of the Standard
Specifications, Compaction shall be obtained by mean" 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 be
campactable and within the tolerance range of moisture content, the
CTheontractor will be required to use the native material for backfilling,
fromCon bec*ac omingr shall take an n saturated bcyonE the critical moisture iimitssteps to keep tandmwillibe
required to replace any such saturated material with bank run gravel at
his own cost and expense,
'*The Contractor shall exN
Engineer for the pu to test pits in the backfill as directed by the
rpose of testing the backfill compaction. At the
option of the Engineer far the purpose of testing the backfill Compac.tion, At the option of the Engineer, density tests may be taken on a
lift 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 recompact using heavier
compaction equipment or more passes, This process shall be repeated
until the Ce-tractq- has established a procedure that will provide the
required field density, The Contractor will then be oermited to proceed
with backfilling and compactinq the remainder of the Dipeline under the
8poroved CD?Aa[ti Dn 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 CpmpeCtiDn procedure,
in no
ase
ll excavation and
proceeds until ithe specified comps ton is attained.ing
nedations be allowed to
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 payment 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 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
installed 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 fePt as defined in Section 61-3.01A herein.
Payn,_ot 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 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" and shall be full compensation for the procurement,
trvsportation, placement, and for the disposal of excess excavated
trench material, The quantity shown in the Proposal is for the purpose
Of establishing a unit trice 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.
61-4.07 COMPACTING EQUIPMENT
All costs of compacting equipment or its use shall be considered as
incidental to I contract.
61-5 PAYMENT
Payment will be made for the following b,d items:
"Bank Run Gravel Class B (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,
i St d
Section 62 o theandar Spec fication%. except lb i h asspecificaily modi
fled herein, l
62-3 CONSTRUCTION DETAILS
62-3.01 SJRVEY LINE AND GRADE
Survey line and control hubs will be prooje^, 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, m,+erial, 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 t .e Engineer. Any departures from the best construction
practices, such as pipeline misalignment, presence of foreign matter in
the catch basins or manhole poor manhole or catch basin construction,
etc., shall be corrected by the Contractor at his own expense.
Continuous poor construction practice shalt 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 departures 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.
62-3.10B INFILTRATION TEST
.,00uld 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 _),IOD A1_ R TESTING
pressure air The Contractor may, upon approval of the Engineer, employ low
testing
accordanC- withSection 62 ofcthe ompl Standards Specifications g shall he in
62-5_ PAYMENT
YMENT
All costs of storm drain and sewer testing will be considered incidental
to the Contract.
SECTION 63 - MANHOLES FOR STORM AND SANITARY SEWERS
63-1 DESCRIPTION
Manholes shall be constTucten of pre-cast concrete units in
accordance with Section 63 of the Standard Specifications and the plans.
Type 1-49 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
In aodition 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 Stand"rd Plan No.
42. Cast iron frames and covers shall be Olympic Foundry No. 5943, or
approved equal, with n 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
63.3.02 BEDDING
Bedding material shall be placed around the manhola up to the
elevation of the springline (greatest horizontal dinension of pipe in
c-oss-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, io allow for temporary 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.
Manhole covers shall be adjusted to an elevation six (6) inches above the
elevation of the surrounding ground in unimproved areas.
63-3.11 LHANNELS
Channels shalt be constructed in all sanitary manhole structures.
63.4 MEASUREMENT
Each ma^hole will De measured to the nearest one-tenth (0.1) of a
foot, from invert of the outset pipe, vertically to the top of the
tasting.
63-5 PAYMENT
Payment for manholes, as shown on the Plans, shall consist of a
basic price for each, plus a unit pric. per vertical foot for all depth
in excess of five (5) feet. Payment .111 be made at the unit prices bid
for:
"Sanitary Manhole, Basic B feet" per each
"Extra Depth Manhole par% vertical foot
The Contractor shall include in the unit contract prices for manholes the
cost of furnishing all labor, equipment and materials r ,ces$ary to suc-
cessfully install the manholes, including excavation, backftll, all pre-
cast component 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. $5.
64-2.01A FRAME AND GRATE
The frame and grate shall conform to standard plan No. 49.
64-2.01B TRASH RACK
Trash racks Shull be constructed in accordance wits standard draw-
ing B-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.IOE3 "Method B" of
the Standard Specifications.
64-3.01 GRADE ADJUSTMENT
Catch basin cover frae�es shall be installed on : 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 :uter surface. Catch basin covers shall be
adjusted to the elevation designated by the Engineer,
64-4 MEASURFMENT AND PAYMENT
Measurement for payment of all catch ba!'ns A trash racks shall be
per each, Payment of furnishing and piaci, . catch tasin Type I-C and
Stogy m manholes and trash racks shall be made at the respective unit bid
con'.ract prices per each as set forth i;, the Pro,osai, and shall be full
compensation for all labor, equipment materials, including excavation,
backfill, frame and grate, adjusting the frame to final grade and ail
other incidentals. Payment for Storm manholes shall also include a unit
price per vertical foot at the appropriate diameter for 411 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.
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 irfaces. General cleanup of the entire
construction area shall conform to applicable requirements specified in
Section $7 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 ,hall be reinstalled immediately
after backfilling the trench.
Peres stakes monument' or other pro ert markers lying within the
construction easement w be re erence by Lhe 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-
tractor's operation an 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
guarantee the shrub or tree to live for a period of at leost one (1)
year,
68-2 MEASUREMENT AND PAYMENT
Cleanup and finishing shall be conside,ed incidental to construc-
tion and all costs thereof should be included in other bid items of 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.
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. 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 requirem-ntt of the applicable sections of the
A.P.W.A. Standard Specifications, as modified herein.
72-2.02 DUCTILE IRON PIPE
Duct"e 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 conform to ASA Specification A21.11-1964 (AWWA '
i111-4). Pipe joints shall be Tyton Joint, Mechanical Joint or approved
equal, as required by the bid proposal ;ascription. Approval 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"
througgh 24" shall be Class 150, as per ASA Specification A21.10-1971
(AWWAC110-71).
Joints for fittings shall be Mechanical Joint as per ASA Specification
A21.11 (AWWA C111-64).
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 tie reconnected.
The Contractor will direct tap mains for 3/4" and 1" services and use
double stay 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 to existing service line will be with Dresser type rouplings
for steel pipe and flare-type, three part unions for copper tube.
Where required, relocate meter and box es directed by the Engineer. The
final installation shall conform to the Standard Detail.
SECTION 73 - TRENCH EXCAVATION AND BACKFiLL FOR WATER MAINS
73-1 GENERAL
Trench excavatior, backfill, foundation preparation and bedding for
the waterline and appurtenances shall be in 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,
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 limes and grades necessary for embarkment, 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 ^eeting the requirements for backfill and all excess materials shalt
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 BEDDING
Foundation preparation shall be in accordance with the applicable pro-
visions of Section 73, A.P.W.A. Standard Specifications, except that the
bottom of the trench must be shaped to uniformly 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 ,hall be de-waterel and an inspection
made by the Engineer to determine the suit;hility, 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 plating the material as outlined in
Section 73-2.06.
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 were 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 D698-58T, Method D. Ali 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
,y 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 backfill 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 ^ensity at optimum moisture content as
determined by ASTM Designation D698-53%, Method D. Inpiace density
determination shall be made in accordance with ASTM Designation
D1556-58T, 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 backfil'.
73-2.08 BANKRUN GRAVEL FOR TRENCM BACKFILL
Select trench backfill for the pipe shall consist of crushed or
naturally occuring granular ma. ial from sources selected by the Con-
tractor. The source art 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 outlined in Section 26.2.01 of the
Standard Specifications.
73-3 MEASUREMENT AND PAiMENT
No separate or extra payment of any kind will be made for
excavation, compaction, wetting, drying, water, or processing of
materials, but shall be inclined 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 Bankrun Gravel Class "B,, (trench) shall be paid at the unit
Price set forth in the proposal by the ton.
SECTION i4 - PIPE INSTALLATION FOR WATER PAINS
74-1 GENERAL
The pipe installation shall conform to Section 74 of the SLandaiJ
Specifications except as herein modified. Jointing shall conform to the
manufacturer's recommendations. Cut pipe with approved pipe saws only.
Keep pipe plugged except during ictual pipe laying. The inspector will
stop work unless an approved plug is on site and available. Depth of
bury on this installation shall be 43'.
74-2.10 CONNECTIONS TO EXISTING MAINS
Connections to existing piping and tie-ins are indicated on the
drawings. The Contractor mu;t verify all existing liping, dimensions
and elevations to assure proper fit.
The Contractor shall make all connections and t,e-ins under the direc-
tion of the City of Renton Utilities Depe tment. T^e Contractor must
also provide any specials required to make a satisfactory connection.
The Contractor shall be responsible for the protect,on 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 'n acy way.
74-2.17. ) TESTS
Hydrostat., 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 assemblies which may he 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
hydrostat'c pressure testing 0 250 psi. Any leaks or imperfections
developed under said pressure shall be remedied by the contractor before
final acceptance of the system. The contractor shall provide all neces-
sary equ'pment and shall perform all work connected with the tests and
conduct said tests in the presence of a Utilities Department Inspector.
Insofar as practical, tcsts shall be made with pipe joints, fittings and
valves exposed for inspection.
Leakage Tests
Leakage 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 Specificatien C601-54 and Section 74 fo the A.P.W.A. Standard
Specifications and shall meet the acceptance of the State of Washington
Department of Health. The initial concentration of chlorine in 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 urder ;his contract, including pipe. pipe fittings, valves and
apnurtenances, 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 V , Queen. Concrete
blocking shall be properly formed with plywood or other acceptable
forming materials and shall not be poured around jo`nts. The forms 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-Sla or J.A.N.P-450.
74-3 MEAS'JRF!IENT AND PAYMENT
The pr4cn per linear foot for installing the water pipe, of size and
quantity listed in the bid schedule, shall constitute full compensation
for the water line, in place, complete, including: all pavement removal,
excavation, trenching, native backfill, foundation preparation,
compaction, pipe, pipe laying and jointing; sheeting, shoring,
dewatering, connections to existing pipe, and furnishing and installing
all fittings.
Concrete blocking 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 the applicable bid price per each:
payment of which shall constitute full compensation for furnishing and
installing all materials indicated on the standard details and as
necessary to complete the connection, including pipe or tubing.
SECTION N 75_VALVES FOR WATER MAINS
75-1 DESCRIPTION_
Gates Valves (_ 3" t- 12"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 minimum water
operating pressure of two hundred (200) pounds per square inch and shall
conform to AWWA Specification C-500-61 and any subsequent modificatior,
thereof. Each valve shall be " "
g type,square operating nut, and shall penrbyturning clockwisestandard
and valves shall be IOWA List 14, Mueller A-2380, pacific States, U.S.
Metropolitan, Kennedy, or M&H.
Gate Valves (14" through 24"
Gate valves shall be of tensile strength cast iron, non-rising stem, full
bronze mounted with nouble disc gates. All valves shall be designed for
a minimum water operating pressure of one hundred fifty (150) pounds Per
square inch and shall conform to AWWA Specification C-5-0-61, and any
subsequent modification thereof.
The gate valve shall be for horizontal installation on 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 bypass valves shall conform to the specifications for 3" through 12"
Gate Valves.
75-4.01 MEASUREMENT AND PAYMENT
The 4", 6" and 9" gate valve assembles shall be measured and paid
for at the applicable unit price Per each, in place, complete, which
Shall constitute
furl compensation for valve marker and all other neces-
wil' be aid for a complete installation, Hydrant auxiliary valves
P under Fire Hydrant Assemblies.
The 12" gate valve assemblies shall be measured and paid for at the
applicable unit price Per each, in place, complete, which shall consti-
tute fu1 , compensation for valve, bypass v
installation. alve, concrete vault, steps,
concrete valve marker and all other necessary accessories for a complete
SECTION 76 VALVE CHAMBERS AN) BOXES FOR WATER MAINS
76-1 DESCRIPTION FOR VALVES AND VALVE CHAMBERS
The 12" gate valve assembly shall include a Precast Concrete Vault.
The City of Renton Standard detail for 'Precast 12' Gate Valve Chamber'
is bound in these specifications.
Valve chambers shall be in accordance with Section 76 of the Standard
Specifications except as modified oy details bound in these specifica-
tions.
All valves shall have concrete valve markers with distances clearly
marked.
The con-rete 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 (openlag with the pressure) con-
forming to A'AHA C-504-64 with a 6" inlet and a minimum M.V.O. of 5", two
1 1/2" hose nozzie$ with National Standard 7 112 threads per inch and one
4" pumper nozzle with the new Seattle Pattern 6 threads per inch, 00
V.
threads, O.D. thread 4.875 and root diameter 4.61263, 1 1/4" pentagon
operating nut and opening by turning counter clockwise (left). Hydrants
shall be constructed with mechanical ,joint connections unless otherwise
specified in bid proposal description.
Fire hydrants shall be of 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 IOMA. Pacific States or approved 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), B" x
24" C.I. Gate Valve Box, and 3/4" Shackle Rod with accessories, and 2
concrete guard posts. Paint shackle rocs 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 specifications and guard posts painted white.
The City of Renton Standard Detail for hydrant assembly and hydrant guard
posts is bound in these specifications.
77-4 MEASUREMENT AND PAYMENT
Fire hydrant assemblies shall be measured and paid for at the apoli-
cable unit price per each, in place, complete which shall constitute full
compensation for tee, valve, valve box, spool, fire hydrant, shackling,
installation of blocking, bracing, drains, fitt'ngs, and all other
necessary accessories for a complete installation.
Payment for Fire Hydrant Assembly Type A sh,ll also include furnishing
and installing a 12"x6" C.I. tee at the main. Payment for Fire hydrant
assembly Type B shall also include furnishing and installing a 10"x6"
C.I. Tee on the 10" diameter stub to property line.
1
SECTION 19 - BLOW-OFF ASSEMBLY AND AiR-VAC ASSEMBLY
19-1 DESAIPTiON
TP-I1 2-INCH BLOW-OFF ASSEMBLY
2-inch blow-off assemblies, as detailed in tim 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 section of
these specifications, shall be provided and installed by the Contractor
for all permanent locations shown in the plans.
19-2 MEASUREMENT AND PAYMENT
2-inch 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 full 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 assemblies turned into the City of good
working order.
SECTION 110 - SIGNAL AND STREET LIGHTING
110-1 SCUPE OF WORK
The work to be performed by the contractor shall consist of the
furnishing of material and installation of a complete master supervised,
full-actuated traffic signal at the intersection of Lind 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.N. - 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 within the
Central Business District (CBD) of the City of Renton in the vicinity of
S. "th Street between Rainier Avenue South and Main Avenue South, at
existi. a luminaires identified in the field by the Department of Public
Works, C u.I 4 Renton. The Contractor shall reinstall 250 watt, flat
lens, high pressure sodium vapor lumin .ires 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 install the
luminaires on new davit style aluminum light standards, and shall in-
stall conduits, junction boxes, light standard pedestals, and "Modified
Type 0 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 a,.d other tests and the
necessary refurbishment of existing conduit systems that are incor-
porated into this project and so designated on the Plan Sheets, and all
ether 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 Construction, 1980 Edi-
tion, published 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 SPECIFICATIONS FOR STREET LIGHTING e
SIGNA —
installation of all portions of the street lighting system shall
comply with the State of
Washington Standard lSpecifications for ade portions of Sections 2 and Bridge f BridgeConstruction,
1980 Edition.
Locations of power sources will be coordinated with Puget Sound Power 6
Plan
ets
be adjustedtiinnstheScribed on field to these changed fieldeconditions. and
othrwise noted on
thee
ePlan Sheets sand within these Special Provisionsn are approximated and
the exact location will be established by the Engineer in the field.
110-3 TRENCH AND BACKFItt
The Contractor shall supply trench as necessary for Complete and
proper installation of the signal and illumination conduit.
All trenches .11 be backfilled in accordance with the applicable por-
tions of the Standard Specifications and the W,S.D.O.T. Standard Speti-
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 tha Engineer,
Earth which fills around and over the conduit shall be free of rocks
greater than two inches up to 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
accordance with the W.S.O.O.T. Standard Specificaitons (Section 110-2).
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 Seing accomplished within the roadway area, the top 12"
shall be select trench backfiii 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 protect.
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 within the specified depth and mini-
mum cover be maintained.
110-3,1 MEASUREMENT
foot.Measurement for Conduit Trench and Backfill shall be by the linear
Measurement for Bank R�,n Gravel Class "B" (Trench) shall be by the ton,
110-3.2 PAYMENT
Payment will be made under;
(1) "Conduit Trench and Backfill," per linear foot,
M____
The unit contract price for trench and backfill per linear foot shall be
full compensation for excavating, loading, hauling and otherwise dis-
posing u� 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 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 Bank Run Gravel Class "B" (Trench).
110-4 CONCRETE FOUNDATIONS AND POLE LOCATIONS
110-4.1 GENERAL
Foundations shall be 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 slynal poles, traffic signal controller and
light standards to the dimensions specified i" Table i below and in
Accordance with applicable provisions contained in the W.S.C.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 constuction 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($). 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 lumina're poles, as applicable.
TABLE I
Pole Type Standard Plan Foundation
_ Reference Dimensions
Mast Arm Signal Pole J-8 7' x 3' sq. or dia.
(All mast arm lengths)
Traffic Signal Controller See Detail Sheet
(Type P-I 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 are to be constructed as a
past of this project, the top of the foundation shall a 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 Engineer.
All roncrete foundations shall be located by the Engineer in the field.
Poles shall be installed so that the mast ar m 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 Dolts and
with locking nuts and washers on the top of the base flange. The side of
the shaft opposite the load shall be plumbed by adjusting the leveling
nuts or as otherwise directed by the Engineer. The space between the
concrete base an" the bottom of th pole
e flange shall be /111ed with dry
Pack motar to completely fill the SPace under the flange and around the
conduits and be neatly troweled to the contour of the pole flange. A
Plastic drain hose (1I2" /) 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 tha Mortar, Dry Pack mortar
shall consist Of a 1:3 mixture of cement and fine Sand with just encuyh
water $o that the mixture will stick together on being molded into a ball
by hand and will not exude free moisture whtn so pressed.
110-4.2 MEASUaEM;NT
placeMeasurement will be by Lht, unit it each type specified, complete in
(1) Signal Pole foundation
_ per each,
(2) L ght Pole foundation
__-_ ter each,
(3) Signal Controller foundation
--`_._ Per each.
(4) Service Cabinet foundation
per each,
110-4_ 3_ PAYMrNT
The unit contract )rice, per each foundation, will be full compen.
sation for all costs of labor, tools and materials for excavation and
c Onolete installation in accordance Kith these Technical Provisions and
Plans.
110-5 A` ,UM_ NOES
110-5_ 1 GENERAL
All light standards furnished under this contract shall be spun
aluwninum davit style in accordance with Section 9-29.6(11, 9-29.5(1)A
and 9-29.6(1)B of the N.S.0.0.T. Standard Specifications, with these
Technical Provisions, and the Detail sheet attached hereto.
110-5.2 DESIGN
All poles and davit arms shall De signed to support a sir
lighting lum de
inaire with a minimum Nei be a 50 1Ds, and to withstand
pressures caused by wind loads of 85 miles Per hour with a gust factor of
1.3.
All poles to he furnished shall maintain A minimum safety factor of 4.38
On yield strenntn of weight load ^^d 2.33 for basic wind presure, All
"aterials furnis'`.ed shall be in r-^Oral polished, alu'ninum color,
110-5.3 SHAFTS
The pole shaft shall be provided with a P x 6' (minimum dimersions)
f' ih hand-hole near the base designed to prevent loss of shaft Strength
and provided with a matching metal cover secured with stainless "teat
screws or bolts. The hand-hole shall be lotwteJ near the base and on the
same side of the pole as the bracket arm. A groundingy nut or provision
ero
in hand-hole frame for atcaodatilg 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 strincth of
not less than the temper o! the alirtinum material utilized 'or the
manufacture of the pole.
All shafts furnished for a mounting height of 35 feet Shall be ?� round,
tapered tube or may consist of a base section of round, standard ^tube not
grater than five (5) feet in length with a round tapered tube rma-
nently welded atop this section So that the five (5) foot section and
fabricated joint shall be capable of •esisting at yield strength stress
the bending moment of the round, tapered tube at its yield strenggth
stress. All faints shall he flush and provide an even and clean profile.
110-5.4 ;NCHOR BASE
A On!-piece anchor base Or adequate trength, shape and site shall
be Secures to the tower end of the shaft SO that the base shall be
capable of resisting at yield strength stress the bending rionent of the
Shaft at i;s yield strength ;tress.
The base Shall be provided with four slotted or round holes to receive
the anchor bolts. Bolt cover(%) shall be provided with each pole.
110.5.5 ANCHOR BOLTS
Four high strength steel anchor bolts, each fitted with two hexnuts
ah., two flat washer%, shall be furnished with the poles. Fach anchor
bolt shall br furnished wltn ne poles. Each anchor bclt shalt have An
"L" bend <" minimum length at the bottom end and be threaded 6" minimum
' at the top end, Threaded ends, all nuts and washer% shall be hot.
Jill galvanized. The anchor bolts shall be c. Ahlr of resisting at yield
strength stress the bending moment of the shaft at Its yield strength
Stress.
110-5.6 MISCELLANEOUS HARDWARE
All hardware (bolts, nuts, screws and washer% but no' including
anchor t--,its! not otherwise specifically designated herein shall be
staff less steel.
110-S.1 ALUtiNLM DAVIT ARMS
All davit arms furnished under this contract shall de aluminum of
the same temper utilized for the poles described above And with the
letail Sheet attached hereto.
)oe davit style arm shall be dimensioi,ed 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 " degrees above horizontal and shall be fur-
nished with e ' siipfitter with a maximum length rf 8' to fit the
luminaire specitied hereinafter.
The pole end of the sin5le 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
Measureme,t for aluminum davi(: style poles shall be by the unit
e,ntrct price per each,
110-5.4 PAYMENT - ALLWNW POLES
Payment foi aluminum davit style poles shall be by the unit contract
Price, Per -u`, and will be full compensation for all cysts of labor,
tools, materials for purchasing, receiving, assembling, and erecting the
AlumiRuf poles o, toncrete foundations and adjusting the poles in the
field for plumb a•c level, in accordance with these Technical Provisions
and Ptars. Payment will be:
Aluminum Pole per each.
110-6 LUMINAIRES
110-6.1 GENERAL
The Contractor shall remove luminaires from the City of Renton,
ventral Business District and provide and install tuminai• es where
designated on the Plan Sheets and s"ee 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 ire 150 watt and 250 watt
sodium vapor with a 240 volt regulated ballast capable )f a v—Ol�agee
tolerance of +10% minimum.
At the preconst-ucticn conference, the Contractor will be advised by the
City Traffic Engineer, City of Renton, on matters regarding:
(1) removal of 28, (twenty-eight) 400 watt sodium vapor_ltiminaires
from S. 4th—Street, Central Bus n-l—ess iistrici;
(2) the re-installation of new 250 watt sodium vapor luminaires on
S. 4F9 Street at these 1000Mns by the Contractnr,
The 28, (twenty-eight) 400 watt luminaires removed from the CBD of the
City of Renton will be re-installed by the Contractor an poles provided
by the Contractor as described herein, in accordance with the Plan
Sheets, within the illumination system encompassed by th,s LID project.
The City Traffic Engi• r will be responsible for flagging all luminaire
poles within the CBD a means of identifying the affected poles and
wili also define the permissable working hours when the Contractor will
be allowed to interrupt traffic within the CBD for planning purposes,
traffi; trill be maintained within the CBD between the h.wrs of:
6:30-9:00 a.m,
3:30-6:30 p.m.
To the extent feasible, the Contractor's operation ;hall be one-side-at-
a-time on S. 4th Street.
110-6.2 BALLASTS
Section 9-29.9 of the W,S.D.O,T.
modifi following: Standard Specifications shall be
Ballasts shall be 240 volt regulated output high power factor units
which will occurs, accept a voltage reduction of 45% before lamp dropout
Ballasts shall be pre-Hired using "fast-on" 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 MI'.ASUREMENT 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 compensation for all
material, labor, tools and equipment necessary .c complete the work
including the connection of all conducters and testing of the system,
Included in Payment Item I 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.
incident,' to the unit bid prici for Item 1 is the cost of all flagging
and traf �c control with;,, the street sections of the Central Business
District, City of Renton,
110-7 CONDUIT
110-7.1 GENERAL
Contractor
attheclocations noteddonatheiPlanlsheetsconduit and rcessary
r
Conduit to oe provided and installed shall be of two types as indicated
below:
(1) Schedule 80, extra heavy wall PVC conforming to ASTM #01785-
67a, shall be used whenever conduit is to be placed under the
raveled portions of the roadway,
(2) Schedule 40, heavy wall PVC conforming to ASTM /02466-67,
shall be used whenever the conduit is to be placed outside or
alongside the traveled portions of the roadway.
All joints shall be made with strict compliance to the a.anufacturer,s
recommendations regarding cemant used and environmental conditions,
110-7.2 MEASUREMENT AND PAYMENT
Measurement and payment for ronduit will be by the linear foot
installed, as determined in the field at the time of constructin.
Payment wil` be made under:
(1) "Conduit, Schedule 40, ," per linear f,vt.
(2) "Conduit, Schedule 80, per linear foot,
110-8 JUNCTION BOXES PULL JXES
110-8.1 GENERAL
The Contractor shall provide and install ,)unction boxes of the type
and at the locations specified in the attached Plans and Detail Sheet,.
Junction boxes to be provided and installed for this Project shall be
Design 3 and Design C as indicated on the Plans and shall conform to
W.S.D.O.T. Specifications, Standard Plans and Detail Sheets.
The inscription on the covers of a,l junction boxes shall be as indicated
below:
(1) "Street Lighting" and "Traffic Signals" or "Lighting" ant'
"Signals" -- all for street lighting circuits and one or mor,
signal circuit functions (interconnect, loop detectors, future
signal conduit, vehicle and!e•, pedestrian signal functions,
service),
(2) 'Traffic Signals' or "Signals" -- all used exclusively for one
or more signal circuit `unctions (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 he consistent throughout
the Project,
All junction boxes shall be installed in conformance w)th provisions
contained in the W.S.O.O.T. Standard Specifications and ttandard Plan J-
3a.
I10-8.2 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.
(2) "Design C Junction Box," per each.
The unit rontract price, per each, for "Design B 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 excavatior„ backfilling
and compaction all in accordance with the Plans, these Special Provi-
sions, and the Standard Plans and W.S.D.O.T. Specifications.
110-9 rONDUCTORS - 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" TRW grade
plasticized polyvinyl chloride compound or approved equal. The wire
conductors inside the .treet light standard from the quick disconnect
fuse to the luminaire head shall be 600 volt two conductor, standard size
012 AWG, type UF.
The wire conductor for the stree n;hting groundieg system shal' be 600
volt single conductor 010, AWG -tranded bare copper,
I10-9.2 MEASUREMENT AND PAYMENT
Payment for conductors - illumination will be e' the unit price, per
1,000 feet, Payment will be under:
(1) "Conductor - Illumination 08 AWG", per 1,000 Loear feet.
(21 `Conductor - Illumination 012 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 ful
compensation for furnishing and installing all conductors and supplying
611 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 Subsectiun 8-20.3'll). 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-In FUSES
110-1b.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.
I10-10.: MEASUREMENT AND 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 incidemal Lo the implementaian of the fused illumination system
and shall be complete.
110.11 SERVILE/CONTROL CABINET, TYPE "D" MODIFIED
110-11.1 SERVIA, GENERAL
The electr,cal services shall be Type "D" Modified 120/240 volt,
with approriate number of lighting circuit breakers as per service
details. Service connectio•is shall be connected at locations as noted on
the plans. The Contractor shall verify the service location and coordi-
nate service activiti_; with Puget Sound Power 6 Light Co^pany.
I10-11.2 SAFE WIRING LABELS
The Contractor is advised that safe wiring labels required by the
State of Washington, Department of Labor 6 Industries, shall apply On
this project.
The street light contactor cabinet shall have the fo'lowing qualities:
1. Fabricated from cold rolled sheet steel, 12 gauge exterior, 14
gauge interior, welded by wire-fed inert gas.
All welds to be ground smooth,
3. Hinges shall be continuous concealed piano type.
a. No screws, rivets or bolts shall be visible outside the
enclosure.
F. The cabinet shall have approximately dimensions as shoHn or.
the detail sheet.
6. Tne finish or the cabinet shall be a facto-y prepared baked-on
enamel, 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
Uetail.)
3. Utility plug (120 volt - 20 amp rated) with GF1.
4. Lighting control test switch (120 volt - 15 amp rated).
5. Contactors,
6. Photo-cell.
1. 1-da, (solid state) time clocks.
B. 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 Standare S,ecifications for general
requirements.
110-1' .3 PHOTO FLc"CTRIC CONTROL
The street light circuit shalt be controlled by a combination of a
photo-electric cell Taunted on the cabinet with remote control relays as
per photo-elect-ic detail on these Plant.
The Photo cell to be furnished and wired into the luminaire as part of
this contract wall be an extenal plug-in device, rated to operate on
120/240 volts, 60 H2, shall be capable of controlling a lamp load of
1,00'v watts and shall oe wired for master control.
110-11.4 LIGHT CONTROL UNIT
Shalt to as shown in "Typical Service/Control Cecail" in these
F n$.
110-11.5 SERVICE HIRING TO UTILITY POINT
The service wiring between the service panel and the serving
utility vault and/or other service point is requested by the servirg
utility shall be incidental t0 the unit contract price, "Service/Control
Cabinet, Type D - per each".
110-11.6 MEASUREMENr AND PAYMENT
Measure-ent and payment shall be at the unit contract price,
"Service/Control Cabinet, Type D, per each" and shall be full
Lompensatipn for all elements as specified under Subsection 8-20.5 o`
the U.S.D.O.T. Standard Specifications.
SECTION ill TRAFFIC SIGNAL
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 she I be compatible with the
City's Multisonics master. An interconnect conduit with pull wire shell
be installed to the south approach of the existing Lind Avenue c"er-
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 pletes, pedestrian signal heads with pedestrian
posh-buttons, signal pole mounted ovarhead high pressure sodium vapor
1 iinaires meeting the requirements as described elsewhere in these
SPtcial 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 Gridge
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 Pietas published by the
Washington State Highway Commission, publication M21-01(HO).
The .entire signal system complete with detection, electrical service,
and oole top mounted Icminalres will be compensated at the lump sum
contract price, "Traffic Signal System, Complete".
111-1 STANDARDS
The traffic signal system shad be installed in accordance with
Subsection 8.20 and 9-29 of the W.S.D.O.T. Standard Specifications,
applicable subsections.
111-2 FOUNDATIONS
Foundations shall be in accordance with Section 8.20.3(4) except
the Class i surface finish specified therein shall be revised to Class 1.
111�3 CONDUIT
Subsection 8-4.3(5) shall be modified to pr it for the installe-
tion of plastic conouit. The conduit "Schedule" shall be as prviously
described. Conduit installed as a Dart of the signal system shall be
incidental 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 4ppropri-
ate subsections, Optically programmed signals wrl! net be provided,
Back plates shall, be installed on all traffic signals. Traffic signal
heads shall be Painted "Traffic 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) except the display will be the international symbol.
At the Contractor's option, pedestrian signals may be mounted with the
"Liam Shell" type of mounting in lieu of the bracket mount described
under Subsection 9-29.17.
111 5 PEDESTRIAN PUSH-BUTTONS
Pedestrian Push-buttons shall be in accordance with Subsection 9-
29.19.
111-1 TRAFP:C SIGNAL CONDJCT0RS1 CABLE
All traffic siyna: conductors and cable shall be provided and
installed in accordance with Subsection 9-29.3.
Detector "Home Ran" condr'r•^-s shall he Belden, Beldfoil #8720, or
equal, with #14 AWG conductors, stranded (19 x 27). Cable shall have
001yethylene insulated capper conductors, an aluminum polyester shield,
a tinned copper drain wire and a chrome vinyl jacket.
lil-8 GROUNDING OF SERVICE
Thu grounding of electrical se'vice for the traffic signal system
shall be 4n accordance with state and local codes and the adopted stan-
dards of Ube se-ving utility, Puget Sound Power 6 Light. This service
will inrlude a ground rod, at an associated circuitry, at a minimum.
All terv-ce peripheral materials shall be incidental to the lump sum
,untract ',id price for the traffic signal system. The :ontractor will
Provide for all service cables and connections to the vault, as noted on
the Plan Streets.
111-H.1 GROUND _-SIGNAL POLES
All poles shall be grounded Grounding of the traffic signal system
shall be +ncidental to the lump sum contract price.
1114 J!iNCTION BOXES
Junction boxes associated with the traffic signal project shall be
provided in accordance with standards previously described (Section 110•
9). The cost of jug,:Lion boxes associated with the signal system �aall
be incidental to the lump sun 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 price.
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 specl.
fied), anchor bolts, nuts and washers, and associated pole hardware.
The length of mast arm, height of pole and size, spacing of signals and
oth(r appurtenances shall be as shown in thr Plans.
All parts shall be galvanized after fabrication per ASTM A-123, except
achor bolts, nuts and washers shall be galvanized per ASTM A-153.
SECTION 1.2 TRAFFIC SIGNAL CONTROLLER
112-1 GENERAL
The traffic signal controller 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 solering tech-
niques. Integrated circuits shall be mounted in socke and shall be
easily replaceable without soldering.
the traffic signal controller shall be capable of interfacing with the
Muttisonic real time, master computer. The controller shall be capable
of both on-line operation (control by the Muttisonic Master Computer)
and standby operation. The controller shall establish the sequence of
signal phases, including overlaps, in conformance with the Sign„1 Phas-
ing Diagram on the Plans.
112-2 OPERATIONS
112-2.1 ON-LINE OPERATION
Wher, 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 fully-actuated mode with volume density on each phase as
required, All clearance timing and pedestrian timing shall be accomp-
lished 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 interconec^t lines, failure of cen-
tral master computer, or when specifiem oy the master. The standby
operation shall follow and be coincidental in phase to that phase being
displayed at the start of standby operation. Transfer from computer
supervision shall not call up a starting yellow.
112-3.3 CONTROLLER FUNCTIONS
All timing functions and input and output features for fully-actu-
ated, volume-density operation shall 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.
112-4 AUXILIARY TRAFFIC SIGNk CONTROL E IPMENi
112-4.1 FLA_SN UNIT
Flash unit shall be 4 two circuit
ir uiteiype. capable of switching loads
UP to 100 watts
minute per circuit, Pius Or minus two flashes peraminute,60 flashes per
be Solid State.
The nut shall
112-4,2 FAIL SAFE UNIT
The fail safe unit shall monitor both the
Portions of the A.C. sine wave for all green, amber
indications, r positive and negative
walk
not De ion The duration of a display of conflictingnindicationsnshall
g enough to be visible to motorists Or
ti�rtthatntheamonitortes shasg a�lratton. There shall be a visual indica-
tion tans before the
pre-empted normal operation,
112-4.3 EMERGENCY VEHICLE PRE-EMPTION UNIT
Emergency vehicle pre-emptian %hall be furnished either as separate
P optic
ton systemsop.a':ions directly toot the controller case. Th
Optfcom" system which CITY OFIRENTON pattble with the 3M Comp a^e
capable of being activated b CL.rrently using and shall be
When y the same transmitters,
a pre-emption detector detects in emergency vehicle, the
selector shall hold the controller in the r-yuired Phase or Phase
advance
directly to that Phis after observing all clearances. The phase selector
snail hoed the cont
longer detects the roller in the Phase selected until the detector no
emergency vehicle. When the phase selector is re_
until calls
is one detector, it shall not respond to any other detector
shall have until calls from ",e first dstabletector are satisfied. The phase selector
advance on each phase. Indicatorulse elights shall s for oindiceteller vaower and being received, channel called, and advance clrcndi operation yellow
shall control system P o^• signal
Dower and simulate detector calls for Switches
112-4, COMPUTER INTERFACE UNIT each Phase.
Interface comrunication devices shall he furnished either
rate units or as modules that Plug directly into the controller case,
The communication devices shalt as sale.
the intersection and shall be capable of transmitting omputer control f
signal status information and receiving and decoding command information
from the Computer all In all detector and
from onic master conformance and within the capability of the
Multevent of loss of Signal computer unit and the interconnect cables. In cation device shall Causethe controllerctop�everttto standbyhe coperatione
ng cocoding. mugs device shall employ the to state-of- ratio-_
ing/decoding, muitipi#Xing technologies in order to proved! fo�ttencod-
directional cammunitet/pn Of data and camm4nd information between the
master computer and the intersection, th
112-5 ACCESS_ U_ R'UIPMENT
vtNT FAN
T- CeT I?te sMlt have a filtered Air intake and
Air make .liter mall be c filtered
l of impeding foreign
dust, l'n! etc. The a vent fan, The
tl"'t4t�ca11 a vent fin shall be in the too f bpdfe-, such as
Y eoThe ens the Cabinet and
112-5,2 A-POWrR SWITCHES
rendeThere shall bee uimain Power switch inside the cabinet that shall
Shall be a controller anent electrically dead wh ^
load switchin Cower switch that shall a turned o{{, There
operatic , forg purposes ces �ofctrically dead whiledmainter Msinintroller and
devices, changing controllers g flashing
or lead switching
112-5-IMF controllers
There sC If the hall be a switch in the cabinet identified as t he time
mmhef Y t e flash tlme itch or intersection life Placed on flashingoperation
tit p
la
edfatelhe fail monitor,
ttme from the Controller and stop time bYDass $withthe controller
ont remove 0all
Intersection remains in flashing
normalS $W' p
9 operation, Cycling operation while the
112-5,4 DETECTOR TEST SWITCH
Each veh Sc le and pedestrian phase shall have a momentary
Call On
detecr test switch, When depressed, the swithc shall place a
respective si (spring
gnal phase.
112.5,5 CONVENIENCE OUTLET AND LAMP
A Convenience outlet "---
Incandescent lam _ Protected with a ground interrupter and in
byjaOci�Or the iamp�shill brll be providurnished in the main et,Cult breaker r at mod• This circuit shall tin A door
rated 20 amps, be protected
112-5,6 A,C. INPUT LiNE FILTERS
A @nt shall
radio interference tie
equivalent sh be used to filter the A.C.Dower supplies shall ter NF Additionally,10 or
cahinet. have noise immunity frompower, devices
within the
Other devices within ;rye
112-5 J SURGE PROTECTOR
The controlier lt6HTiNG ARRES_ TER)
shall protect t shall have an input voltage our damsge the conL ollerr or any Of Controller npI Its
Crom any voltage surges ge t that r could
that
112-5, Ponents,
8 FIELD WIRING TERMINAL
TMre shall be a termirnl Strip for net. The terminals shall be nunrip in accordance with th
Wiring Diagram on the tans, P o wiring in the controller cabi-
the cabinet wiring, then Doth numb�rs shallferemt numbering
terminal used for
late I system is used for
and the
cabinet wiring schematic drawings shall include the field wiring numbers
where the terminsl strip is Illust ated. A common bus Dar with a minimum
of 15 terminals and a ground bar with a minimum of 6 terminals shall be
P"ovided,
112-5.9 SCHEMATIC AND MANUALS
The controller cabinet shall have a waterproof envelope with a site
access attached to the inside of the cabinet door. At the time of
delivery the envelope shall have four complete sets of sc,,^matte 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.
I12-7 TRAFFIC S'GNAL CONTROLLER CABINET
112-7.1 GENERAL
A weatherproof type P-1 outdoor cabinet shall be furnished and
installed in accordance with WSDA 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 shall be a durable
aluminum or hatinertone 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 police
panel 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 pIced in the "off" position. A second switcc 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 uperates as the switch in the police panel
except that it shall not stop time the controller. A second switch shall
be a Control'.-.,, Power On-Off switch. A third switch shall be the Stop
Time switch and shall be a three position switch. One position shalt
cause the controller to stop time when the n^lice Panel Flash switch is
in the "Flash" position, Th> second position shall not stop time the
controller with the police pant °lash switch and the third position
shall apply a constant stop time .puma^d to the controller,
1 -1.4 SAFETY MONITOR INTERLOCK DOOR $WITCH
A Safety Monitor interlock door switch shall be provided which w11
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 intersecti,m shall be placed in a flashing opera-
tion,
112-7.5 11LEPHONE JACK
A standard telephone Jack shall be provided in the cabinet for the
telephone receiver and transmitter for voice oamunications as part of
the communication system. Tht 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 ASSEMB'Y TESTING
The traffic signal controller assemblies, including the traffic
signal controller, auxiliary control egipment, and cabinet sha1, be shop
testel 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 ,tiop. The signal shoo 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 demonstration by the Contractor of all integrated
components satisfactorily functioning shall start the test period. Any
malfunctiD' shall stop the test period until all parts are ,atis-
fartorily operating. The test 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 gear when field installed,
112-8 ILLUMINATION SYSTEM ON SIGNAL POLES
Underground conductors for the 140 volt street illumination circuit
shall be stranded copper, TNW grade with 600 volt insulation of the sites
noted on the Plans and Wiring Schedules. Wire conductors inside the pole
'rom the ;treat light to the fuse holders 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 shai consist of a pressure type device 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. After
the kit has been installed, ail exposed surfaces of wire and kit shall be
covered with a Clear epoxy to form a water-tight seal, Materials used
for the spiirP kit Shall bf mpatible with the wire material.
illumination on signal poles shall be incidental to the lump sum rontract
pri a for signal system, complete.
112-9 UTILITIES
Section 1-07.17 of thy, Standard Specifications is hereby supple-
mented by the following;
It shall be the responsibility of the �:ntractor to conduct the
utilities in the contract area to verify the location of the utili-
ty's facilities.
The Contractor shall notify the One-Call Utilit Lenter, (682-5464` not
less than 48 hours in advance o�enc ing an or o gging. Furt-er,
other potential utilities in the proximity shall also be notified if nut covered by the "One-Call Utility Center",
Any damages or breaks t-, existing utilities will bt the responsibility of
the Contractor, and must be repairtd innediateiy. All rerairs must be
inspected before covering. The Contractor's attention it. drawn to Sub-
section 1-0; .14 of the Standard Specifications. This subsection shall
be amended to incorporate the City of Renton.
112-10 LOCATION
,he Contractor shall adjust locations of poles, plus or minus 2
feet, to clear existing utilities. ;f uch adjustment is not sufficient
to clear utilities, the Engineer shall restake pole locations at the
request of the Contractor and such revised locations will not alter the
unit bid or lump sum bid prices.
112-11 FIELD TESTING
Before final acceptance, the Contractor shall field test the
installation in accordance with Section 8-20.3(11). Costs for perform-
ing these tests and correcting the faults shall be at the Contractor's
expense.
112-13 WARRANTIES AND GUARANTEES
The Contractor shall surrender to the City of Renton any warranties
and/or guaraitees acquired by him as a rormal trade practice in connec-
tion with the purchase of any materials or items used in the constriction
of the traffic signal and lighting system(s) included in this project.
112-14 SOURCE AND QUALITY OF MATERIALS
and draw Regulations n codes,
ingsshallbein crordancair materials,withSections 8.20.1(1)i,p8e20.1(2).
8-20.2(1) of the Standard Specifications, The Contractor will not be
required to submit letters from luminairt manufacturers regarding lamp
socket positions a, oted in subsection 8-20.2(1), paragraph 1.
112-15 TRAFFIC CONTR01.
All costs it connection with the protection of vehicular as well as
pedestrian traffic shall be considered incidental to the work involved
end unless otherwise noted >hall be included in the lump sum bid price
item "Traffic Control" fo this project.
Traf
ic
be
jectfShall by control operations
accordance with Section 1-07-23 of the this
Tand raffic motrian vement shall be herein defined as applying to both vehi-ular
^veme tPSshall be amaintained as nearr�ng ll Phases of construction traff JC
ar normal as Possible. Reasonable
access shall be maintained at all times the right line !o adjacent prop, •ties outside of
traffic Periods e . All roadways will be open to traffic during peak
rio , 6:30 to 8:00 a.m, and 3:30 to 5:00 p.m.
Payment for "Tra�fic Control" will exclude that associated 0 th the CBD
re-tamping Portian of the project. The estir.afed lump sum for traffic
COntrOl may be modified in accordance with So,:tton 1-0'.23(5), paragraph
3,
112-16 EXISTING iMP=TS AND RESTORATION
Further to the requirements of Section 8-20,3(3), any exi$Ling 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 COntrdctor'S operations 'hall be restored to their original condi-
tion ee the Contractor At his expense unless otherwise agreed to by the
Engineer. Any unused or discarded debris shall be removed from the
tance� rig�t-of-way or adjacent private oroperty(s) before final accep.
119-17 TURN_ p1GNAl
The Contractor shall not turn on the signal system c• part thereof
visible to any traveled roadway without the accompaniment of the Engi-
neer or his duly authorized represantative. The Contractor or his duly
authorized rep-esentative shall be present at such turn-on time, with
materials and tools necessary to correct anv malfunctions which occur,
A', Sivna, heads that re not operating shall have the complete unit
covered in accordance with the M.U.T.C.D.
112-18 AS-BuIL�INGS
Upon completion of the project, the Contractor shall furnis,i "As-
built" drawings in accordance with Section 8-20.3(17) except for the CBD
ligting revision portion of the project,
le :j
CITY OF RENTON
ADDENDUM NO. 1
TO THE CONTRACT DOCUMENT FOR
L.I.D. 1314 - EAST VALLEY ROAD
TO ALL PLANHOLDERS:
` n Specifications
rages,ions, Proposal and Plans
You are hereby notified of the following changes, additions.. Deletions an
f corrections to the Contract Documents. p ications Project.
1 for the City of Renton L.I.D. •314 Street .mD
Plans S.W. 27th
est Of
eek. The
1 realignmenticonsistsreet is tof shiftino be g the wroadway 5southerly k45rfeet. set-
realignment' realignment will require additional bank run gravel, Class "8",
Ic
aliment Of wPlatfwrmsill Abe surcharge
eDasedt Iran the unit ePrmceS¢io the ubidLems
hich
tion
ill
2. sn if tetllwesteor ly four feet xsThi Shiftly a*111 resuDltt in9minorwquanttity
changes all of which will be paid for based on the unit prices in the
bid.
3, The 60" storm line in $.Y. 19th Street west 'f Lind Avenue S.M. may
De redesigned so tnat 1t is located north of the centerl;ne. Any
surfaceis reuesign
eaperated in the o
unpaved
bie
ds
should ue ;ncO prices foraFi ted t h Finish and Clean-uP.
Also minor quantity changes will be paid for based on the o,t prices
in the Did.
1 Delays
1' Ofe UPd for gindmonthsldinb secutlingw accessher for that portiong the lo Y$M.a 27Lhay
Street west Of Springbrook Creek. If access to this portion of the
project is delayed, no additional compensation will be paid based On
the delay.
Deletion
1. S.W. 19th Street west of Lind AvenuC S.H., except for the 60" sWrm
drain and appurtenance, may not be built. If Caese improvements are
not in5tdl led, the 'jalue of the project will be reduced based upon
the reduction in bid quaut;t.ies at the unit prices in die did.
l 2. Delete Item 13. Schedule A-3 and Item It, Scheoule 8-4. Continuous
ground wire snall not De required.
3, Delete Item 23. Schedule A-1 and item 25, Schedule B-1 (Remove and
Relocate Existing Signs).
■ �p9
CITY OF RENTON
ADDENDUM No. 2
' TO THE CONTRACT DOCUMENT FOR
L.1.0. 0314 - EAST VALLEY ROAD
TO ALL PLANHOLGERS:
' You are hereby notified of the following Changes, additions, deletions and coactions
to the Contrast Documents, Specifications, Proposal and Plans for the City of Renton
t L.I.D. 0314 Street Impruvement Project.
SPECIFICATIONS
' PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
The vinlmu, policy Iinit$ of such insurance shall bn as follows: The amount of coverage
shall not be less than $1.000.000 for bodily Injury, including death, to any one person,
of not less than $1,000,000 for each Occurrence; and property damage of not less than
S1,000,000 for each occurrence. In addition, an umbrella coverage of not less than
' $5.000,000, this limit shall anply to both comprehensive general liability and vehicle
liability.
WORKING DAYS AND CONTRACT COMPLETION
Recognized holidays also include the 23rd and 24th of December, 1982.
' OVERTIME FIELD ENGINEERING
"he overtime reimbursement rate shall be $50.00 per hour.
IIQUIDATEO DAMAGES
Liquidated damages for failure to complete the contract within the specified time will
result in damages being assessed at the rate of $840.00 per working day
SECTION 23-2 RIP-RAP
Riprap shall be placed and installed in accordance with Section B-15 of the Washington
State Department of Transportation Standard Specifications for Road and Bridge Construc-
tion 1980 Edition, for "Loose Rip-Rap" and shall conform to the grading sizes for
' 'Light Loose Rip-Fad' 'n accordance with Section 9-'3 of the WSOOT Standard Specifica-
tions for Road and Bridge Construction, 1980 Edition.
SECTION 47 - ERClION CONTROL
Add: The application of fertilizer, mulch and seed shall be made in two (2) applications,
60 to 90 days apart, however, the second application shall be applied only between harch Ist
and December )St. The fertilizer shall be applied at the rate of 500 Ibs, per acre, the
mulch shall be applied at the rate of 2,000 (dry weight) lbs. per acre. The seed mix shall
be-
Colonial Bent Grass I0Y (Percent by weight)
Red Fescue 4pg
Perennial Rye 401
White Dutch Clover 10%
(Pre-inoculated)
Percent Weed Seed .5% Max.
' Inert 1.. Other Crop 1.4% Max.
Addend,, No. 2 _
. EMOVAOF KE%ISTING STREET IMPROVEMENTS
L OFPSEiTO RMORA A�
Pavement removal of existing street improvements Including Portland cement concrete
Pavement - all classes, curbs, and gutters upon any type of base shall be incidental
to unclassified excavation, The Contractor snail saw cut pavement as Indicated on
the plans or directed by the Engineer. Payment for removal of existing street improve-
ments, including Portland cement concrete pavement - all classes, curb and gutters
upon any type of base, and sa. cutting of pavement shall be Incidental to other items
in the proposal and shall be complete compensation for all labor, materials and equip-
men, necessary to perform the work, including disposal.
SECTION 62 - PIPE LAYINGt�1U lNTIN,, b TESTING
S2T TELEVISION 1NSPECTtON
All mainline 9 ovity sanitary sewers shall be inspected wish video television cameras.
After completion of constructlon 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 - MANHOLES FUR STORM AND SANITARY SEWERS
5 • PAYMENT
Payment for manholes, as shown on the plans, shall consist of a basic 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 bird for:
"Storm Manhole, Diameter Inch" Per Each
"=xtra Depth Manhole ( inch diameter)"
' Per Vertical Foot
"Sanitary sewer Manhole, Basic, 48" Diameter"
Per Each
"Extra Depth Sanitary Sewer Manhole"
Per Vertical Foot
SECTION 60 - SANI TAR! SEWERS AND STORM DRAINS
R-3.01 PIPE MA,ERIALS
d. All corrugated storm drain ripe joints shall be rubber gasketed "hugger" type bands.
SECTION 105 - SANITARY SEWER LIFT STATION
The Contractor thAll install an erclosure 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 ;TILE 2, 3-wire,
-OLE or equal.
All electrical work shall be underground and meet all applicable City of Renton elec-
trical codes.
SECTION 105 - SANITARY SEWER Lift STATION (Continued)
TELEMETRY E UIPMENT
General Description
The Telemetry Equipment shall consist of a complete working system to ronitor several
' lift station conditions monitored by .he City of Renton Utilities Dlvlsion.
Pump Station
' I. Running time for three pump motors must be monitored.
2. thigh Water Alarm
3. Power Telephone line failure
Telemetry Equipment Specifications
The equipment shall be of solid state dt>;qn with plug-in modules or cards and shall
ope'ate from a 120 volt AC source
Transmitter
The transmitter shall be of a frequency shift design with a three-frequehcy carability;
mark, space, and center frequency. The transmitter shall be complete in a rep aceable
unit. This unit will be of plug-in construction for replacement or repair. The trans-
mitter shall be v.pable of being keyed by an external contact closure for mark and
space frequencir,.
Trans.nitter power supply will be of sufficient size and rating to supply all voltages for
each frequency shift transmitter specified at the transmitter locations, The power supply
also shall have sufficient reserve for three additional transmitters,
1 Termination
All transmitter channels, both 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 enclosure to permit the operation of the transmitter oower supply in a humidity
envirunment of 95.'.
Transmitter Specifications
Frequency stability ♦ .152 (+ 2 M2). Transmitter shall be capable of ope ating within
' the temperature range of -207degrees C. to - 60 degrees C.
Tota! output of transmitter shall be adjustable to 0 DOM.
Keying operation shall be dry :ontact. nct;ut impedance shall be 600 ohms nominal.
' Receiver Specifications
Receiver, power supply and indicating alarm 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 order. Receivers
shall be of a solid state design, plug-in modules or cards, for quick replacement in the
event of a failure or need for -epair. Receivers shall be capable of center carrier
detection. Receivers shall have a sensitivity adjustable from 0 DOM to •35 DOM. Adjacent
channel rejection shall be 35 of minimum. Normal input impedance to the receiver shall
be 600 ohms. Output of the receiver shall be a singie-pole, single-throw contact closure.
In tho receiver rack, the power supply for the receiver shall also be mounted. This power
supply shall have reserve capabllity to run additional receivers that may be plugged into
the rack.
1 SECTION 105 - SANITARY SEWER LIFT STATION (Continued)
iFLEMETRY EQUIPMENT (Continued)
' Runnirg time meter for each pump motor monitored shall be installed in a panel 7n
the rack. The meter shall have a re-stt 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 scat^ display c,nn lry
time mo+itdr.
The rack shall nave ar audio alarm capable o` a• least 85 DB audio output. This
alarm may be tone pulsed or crn,inuous tone. In. alarm panel shall have a switch to
disable the audio alarm. The audio alarm sh'.. , re-set automaticeily with the correc-
tion of the fault. In addition to the audio elarm panel there shall be a light display
t0 indicate the ferlt circuit energized. There shall be a light display for each motor
to indicate when motor Is operating. These lights shall have on various enyravee name
plates Identifying location and function represented by these lights.
' Receiver Speclfication, (Cont.I
Vendor will have to submit full and complete technical drawings of equipment for ser-
vicing units. The vendor also must certify that equipment bid will be a.ai Iabie for
' three years from the purchase date for the future expansion of the Utilities Monitoring
System.
' Equipment List (Suggesteei
s_ Model No. Description
it
I QC-3 or DC-3 Outdoor Cabinet
' I QX-3 or D%-3 Mounting Frame
I QP-3 or Dr-3 Power Supply
o QT-30-3 or DT-30-3 Tone Transmitter
Payment
Lump sum for Lift Station complete in place shall be full compensation for all necessary
' labor, material, equipment, including trenching, installing underground telephone to
Pump Station and all other costs for work as specified and necessary to coripiete the
Lift Station.
DELA+ It, DELIVERY
Additional compensation will not be granted because of a delay in the delivery of the
' pump station. The contract time ould >e extended in accordance with the spec if+utions
w
if such delay occurs.
' SECTION 106 EMERGENCY POWER GENERATOR
1o6-1 - GENERAL
The trailer-mounted generator set shall have In addition:
1. IIOVAC Block Heater
12YOC Battery Charged Automatic Float Type
' 3. 12VDC Battery Cables
4. Fuel Level Indicator
5. Watt Meter
1 6. AC Ammeter
7. Trailer Includes
a. Fenders
b. Safety Chains
1
' SECTION 106 EMERGENCY POWER GENERATOR (Continued)
106-1 - GENERAL (Continued)
1 c. Electric Brakes
d. Clovis Hitch
e. License Plate Holder
1 f, Light System for Legal Operation on State Highways
q. Two Steel, Lockable with Hasp and Best Locks (to Cicy Pattern)
Locker Boxes with Lids; :4" high x 24" wide x 36" long.
1 h. Foie Emergency Lights, 12VDC o,, two retractable 8' long booms
or poles to illumirate trailer/generator a,d work areas.
Trailer, geiier,tor• and housing shall be painted with approved
City of Rentc col rs and painting s`•stem. The City of Rertt,n
1 logo (as on the � reification cover) 18" in diameter shot
pointed on the generator lousing.
j. The trailer shall ue fully equipped fog street operation on
State Highways.
8. Electrical Cable reel or drug roller shall be provided mounted on the
trailer.
1 ?. The manufacturer shalt provide the services of a ractory-trained repre-
sentative to perform the in�tial startup of the generator and to instn.ct
the owner's operating personnel i,. the operation and maintenance of the
1 equipmert provided by them.
10. The Crntractor shall furnish to the owner six (6) copies of complete
catalogue data for every manufactured item of materials and all com-
1 portents.
a. These submittals shall be compiled by the Contractors and
approved bs the Owner before any other material is ordered.
1 h. After written approval, these submittals snail become a part
of the cortract and may not be deviated from except upon written
approval J the Owner.
' 110-1. 3 - PLANS AND SPECIFICATIONS (Page 4-76)
Item 1 shall be chanced to read as follows: "Manual on Uniform Traffic Control
Devices for Streets and Highways, 1978. (Reference to 1971 Edition deir:cd?
The attached detail sheet titled "Typical Li0iting Underground System" is hereby
added to the specifications witn reference to Standard Drawings and should govern
' over Standard Drawing J-Id where difference may occur.
110-6. 1 - GENERAI. (Page 4-81)
Paragraph 3 shall read as follows: "Luminaires to be ordered for this project are
150 Watt and 400 Watt Sodium Vapor with a 240 Volt regulator ballest capable of a
voltage tolerance of ♦ IOx minimum. The iuminaire shall include the power door
feature." (Reference to 250 Watt luminalre has been deleted ano the last sentence
1 has been added).
I10-6.6.3 - LAMPS (Page 4.82)
1 This paragraph shall read as follows: "Lamps to be furnished under this contract
shall be 150 Watt and 40n Watt Sodium Vapor with a 16.000 and 47,500 lumen minimum
rating respectively." (Reference to 250 Watt Luminaire deleted).
1 110-6.4 - MEASUREMENT AND PAYMENT (Page 4-82)
Ts', paragrap'i shall read as follows: (2) "LID Luminaires, 400 Watt, furrished
a Installed, Pr each". (Reference to 250 Watt Luminaire deleted).
SECTION 110 ..SIGNAL AND STREET LIGHTING(Continued)
110-6.4 - MEASUREMENT AND PAYMENT (Continued)
' Price ',chedule A-3 (Item 6) shall read as follows: "LID Luminaires, 400 Watt,
Purniso and Install". tAtference to 250 Watt Luminaire deleted).
' 11:-6.1 - GENERAL
This section will be amended to add a new paragraph referencing wattage decal as
Follows: 'Each Luminaire shall have a weather-resistaant. ANSI-approved decal
attached to the ballast housing so as to be readily visible from the ground. The
decal shall be approximately 3 inches square and the legend shall be a minimum of
2 inches in height. The decal shall be gold in color with lamp wattage indicated
by the following numerical legend: 15 for '50 Watts and 40 for 400 Watts."
110-8. 1 - GENERAL
' Inscriptions of junction box covers in Items 1 and 2 shall read as follows:
"Street lighting only: "L IGMT ING"
Street lighting and traffic signal facilities: "TS-LT"
Letters of the aoove sh311 not rise above the cover's top surface.
110. 11.2 - SAFE WIRING LABELS (Page 4-85)
Under "Street Light Contactor Cabinet", Items I and 6 shall read as follows:
"I. Fabrication shall be from galvanized cold rolled sheet steel, 12 gauge exterior,
14 gauge interior,
"galvanized")) welded by wire-fed inert gas. (Reference is added referring to
'
6. The finish on the cabinet shall be a factory prepared baked-on enamel, grey in
color, The galvanized surface shall be etched before baked-on enamel is applied."
' 7. Added to read as follows: "The electrical service cabinet 'ball be fitted for a
best internal CX-1 lock,"
' With reference to features u, the "light cabinet" item, added as follows:
11, Name Plates - phenolic black with white engraving except the main breaker which
Shall be red with white let'ering, All name plates shall be attached by S.5. screws.
' 110.57 - ALUMINUM DAVIT ARMS (Page 4-80)
' This paragraph shall be amended to include the following statement: "All davit arms
On this project shall be 10 feet in length." (Purpose of this amendment is to allow
a minimum extension over the curb by the davit arm of 2 feet).
vl�ins
All reference on the str,et lighting plans to 250 Watt Sodium Vapor Luminaires shall
be hereinafter replaced with reference mea,6 ncl 400 Watt Sodium Vapor Luminaires.
t
' SCNEDULE AND PRICES ADDITIONS
' Add these additional Proposal
f Sheets by stapling into the proposal
pages or Schedule A-j, just after Schedule A-YS last page.
' SCHEDULE A-t - ILLUMINATION
Additional Proposal Sheets - Add these Items e16 through 024.
' Sphtpt.als and totals for Schedule A-j and 1 shall inp free I.,
s16 through 124,
' Chan a Item el - Approximate Qpantity
ran 99 i.f, to S00 I.f.
' Schedule B-4
Additional Proposal Sheets
Add these Items r19 through e22
' Add this additional Proposal sheet by Stapling into the proposal
Pages for 8-4 just after Schedule 8-41s last page.
' CFa^ge Item I - Approximate Quanti h
frommITO I,f. to 2,055 I.f.
1
' E.I.D. 314
SCHEDULE OF PRICES East galley Road
INOta: Unit Pr1Cas for all ltaaa, all altoaalnns and total aaDunt or
' b16 ""t be shown. SAW unit Prices 1n lk-th words and flgura,
and when otmfllca Occurs the wratton or typed words shall prevail.)
' ITEM I l=RQX. ITEM WITH UNIT PRICED BID UNIT P3.ICE AMOUNT
O. QUANT
NITY unit Priori to be written in words DOLLARS CTS. DOLLARS CTS.
� S:MEDUIE A-� —--�
�16 7.974 Utility Trench t Bac4f;ll, 24" wlae
48" deep
g *or L ,
_ _ I
' 17 1,616 Utility Trench 6 P ,.F' II - Sr re yet
Crossing - 24" w de, r8` nee.
8 26 Utility vault Excavation, 4' wipe
X 6' long X3'6" deep
5 __ _ par each
19 2 Uti ity Vault Excavation, wide,
X 6' long x 5'6" deep
I3 per each
20 I Utility Vault Excavation, 5' wide
X 7' long X 7'2" deep
$ _ per each
Jtilit� Vau t Excavati 5' wide
X 9' long X 3'6" deep
5_ per each
22 9 Utility Vau t Excavation, r wide
' X 9' long X 7'2" deep
S Per each
' 23 1 UtllitY Vault Excavation, 5' " wide
X 11'2" long X 7'2" deep
' $ per each
7 2 Uti ItY Vault Extwatlon, wide
X 13'1" long X 817" deep
1 5
Par each
I.I.D. 314
SCHEDULE OF PRICES East Valley Road
' (Mots: Unit prices for all items, all extensions and total arwnt of
' Did rut be shown. Show unit pries in both words and figure.
and where conf'ict occurs the written or typed words shall prevail.)
ITEM r APPRO%. ITEM WITH UNIT PRICED DID LINT PRICE AMOUNT NO. QUANTITY Unit prices to be written in Words DOLLARS CTS. DOLLARS CTS.
SCHEDULE B- S.M. lbth, S.M. h S.M. 2 h
' F19
6,357 Utility Trench 6 Backfill 24" wlde.
36'' deep
$ per I.f.
' 0 3 --11 ty Vau t Excavation, ' wide
X 6' long X 3'6" deep
$ per each
' 1 1 Utility Vault Excavation, 5' wide
X 9' long X 7'2" deep
S per each
2 1 UtilitT Vault Excavation, 3 " wide
X 3' long X rtv, deep
$ per each
' TYPICAL LIGHTING UNDEP.GROUND SYSTEM
i
' TO LUMINAIRE
I �+
' TYPICAL DESIGN "B" I+ /
JUNCTION 80
fad
' SPLICE KITS OUICr DISCONNECT I TOP OFC)NCRETE
'CLEAR ER�kY ceUCE- 10 AMP IN LINE FUSE FCUNOAT:nr; Tr, of
I KiT' ;" K'TS-S.E.C. CR EOUAI LEVEL ��,?H TOP
Tr+RJ W RE IOF S:^E*ZLO ^q
R- 9F'
LUG
I LFF�
U :D
I"MIN !*CUT PAJ -
r _F:CES n^LE 8 St _- 4,A4'
2-(SIZED AS '°° � �. r nc�E I
REQUIRED) It"' I
LIGHTING4t-y�.:
° Ii=I II 1
SYSTEM WIRCLAMPT I CDNTAC ` ' Ia:. I • I I II
TOR - 1 I Fy, II
I I C^NPUIT II it
SvSTEM, II II i
I
' P\ C CONDUIT i II
SYSTEM I)
CONCRETE J
FOUNDATION' "IL
.o
I V-PER-CLAD 4 jE° 11 FOR POLE HEIGHT
' GR()UN6 ROD GREATER THAN 30'
3' DEPTH FOR POLE HEIGHT
I30' OR LESS
�----- DETAIL SHEET
CITY OF REN
ADDENDUM NOT03 4PP 9^
TO THE CONTRACT DOCUMENT FOR
TO All PLANHOLDERS: L.I.D. #314 - EAST VALLEY ROAD
t
You are hereby notified of the following changes, atldition
corrections to the Contract Documents, Specifications, Proposal
for the City of Rentons, deletions and
L.I.D. 0314 Street im r ec,.. and Plans
SPECtF—,j C ovement Projec'..
SECTION So
- PIPE MATERIALS AND TESTING FOR SEWER-S.. .rtAINS AND CULVERTS
60-4.03 AEVDS
The 60-inch di
No. 4_19) ameter reinforced concre shall be double cut of equal te pipe bend angles, (Structure Note
Subsection 60-7 MEASUREMENT shall be r
60-inch diameter—
f urn i5h ing antl 1 end true Lure o e N0. - 9) incidental
t0 make the
g), P acing of the 60-1ncn diameter a to the
Pipe (Bid (Lem 44, Schedule
Bid Item 52, Schedule A,
shall be deleted.
SECTION 63 - MANHOLES FOR STORM AND SANITARY SEWERS
63_,11 DESCRIPTION
' Catch BaSins and Storm Manholes specified on the p�
'urnished in accoroance with the following; ;ns Shall be
Plan Callout
' All C8 Type IC Standard plan
All
All Type
4Q APWA No. 52
Pe IIIC APWA No. 55
All Type IIC-60" APWA No. 37
' All Type I1C-72" A'WAodfied Type 3 Manhole witn
Flat
Si ab Top and 24_inch Opening
All Type 11-96" except APWA No. 38
Structure Note N0. 1-31 APWA No. 38
Structure Note No, 1-31
All Type-144" APWA No. 36A
APWA Modified Tyre 3 Manhole with
Sturm Flat Slab Top and 24-inch Opening
drain manholes 54-inch diameter and larger shall be channeliied.
SPECI., ITEMS '
SECTION 1j6 - EMERGENCY eDWER GENERAIDR
106-1 - GENERAL (Page 4-74) '
The 50 feet of cable, to be supplied with the trailer-mounted '
generator, shall have CROUSHINDS connectors that will mate to tle
CROUSHINDS female receptacle on the generator and the male plug on the
pump station. '
SECTION Ili - TRAFFIC SIGNAL
New Section 111-13 - POLE MOUNTED—TERMINAL BOA (Page 4-B9) ,
POLE MOUN.ED TERMINAL BOX
The Contractor shall provide and install a pole mounted terminal box and ,
necessary mounting hardware (one on each signal pole) - quantity needed
The terminal box shall be made of molded fiberglass, be grey in color, be 1
approximately 10" high x 8" wide x 4" deep and have a minimum of 16
terminals on the terminal blocks. The box shall be weathertight, have a ,
single door with continuous hinge on one side and screw hold downs on the
door locking side. All hardware Shobid be Stainless steel.
SCHEDULE OF PRICES ,
The Schedule of Prices ("Proposal") shay' be modified to changn the Juan- '
tities of the following items:
Alternate Bid Items, Schedule B-1.
Item 60, Asphalt Treated Base, chance the approximate quantity from '
790 tons to 1,632 tons.
Item 61, Asphalt Concrete Pavement, change the approximate quantity ,
from 2,912 tons to 4,6B3 tons.
PLAN ITEMS
Sheet 060
Sheet No. 60 of the construction drawings indicates a scale of 1" • 2')'.
This drawing has been reduced and the scale should read I" • 40'.
STANDARD DRAWINGS ,
Delete Citv of Renton "Storm Manhole Typical Detail" and all references '
ereto.
Table of Contents
City of Renton L.I.D. No. 314
Legal and Bid Documents
Call for Bias
Scope of work
Instructions to Bidders
**Certification
of Fair Practices Policy
' Certification Regarding Equal Employment Opportunity
Certification of Equal Employment OPportunity Report
,.ertification of Bidders Affirmative action Plan
' *MBE and MtBE Participation Certification
Sample Manpower Report
•N0n-00llusion Affidavit
'Assignment of Antitrust Claims
•Minimum Wage Affidavit i�rm
•Bid Bond Form
City of Renton LID 314 Bid Schedules
1 *Proposal
*Proposal . Schedule Of Prides
Contracts other than reaeral-Aid FHWA
' Bond t0 the "sty Of Renton
General Provisions
' Environmental Regulations List
Standard Specification
Headings
Order of Precedence
Failure to Meet Specifications
Field Changes
' Protection of Facilities
Public Convenience and Safety
Payment to the Contractor
SChedalin0 of Work
Wage Schedule
Public Liability and Property Camage Insurance
Proof of Carriage of Insurance
' Act of God
Shop Drawings
Or Equal
' Approval
Written Notice
Contractor,s Plant and Equipment
Attention to Wurk
' Deviation from Contract
Suggestions to Contractor
Errors and Omissions
Information to be Furnished by Contractor
Damage t0 Wor•
*Forms denoted thus above must be SiZed prior t0 submittal of bid
' Protection Of Contractor's Work and Property
Unfavoratle Weather and Other Conditions
Contractor's Copies of Contract Documents
01 sputes and Litigation
Acceptance of Work
Contract Compliance Reports . EEO
Working Days and Contract Completion
Special Proiisions
3.1
' Description of Work
Date of Bid Opening 3-2
Time of Completion 3'2
Intent of Contact 3•2
Nondiscrimination in Empioyrient 3-2
Notification of Construction 3`3
Hours of Work 3-3
Excavated Material Spoil Area(Waste Site 3-3
Dust and Mud 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
t Subcontractors and ,uppliers 3-5
Alternate Bid items 3-5
Deductive Bic items 3-5
Change Orders 3-5
Preconstruction Conference 3-6
Field Office 3-6
Sanitation Frcilities 3-6
Order of Work 3-6
Project Construction and Identification Signs 3.6
(Roadway Projects Only) 3-8
Line and Grace 3 T
Easement and Right-of-Way 3 T
Land Pr,videa by Owner 3-7
land Provided by Contractor 3-8
Restoration of Structures and Surfaces
Side Sewer Policy 3-8
'raffle Control .1-9
Removing Traffic anc �t-eet Signs 3-10
Soil Information 3-10
Salvage 3.11
Awarding of Contract 3.11
L igwdated Damages 3-11
Authority of the Engineer 3-11
3-11
Technical Specifications
Section 11 . Mobilization 4.1
Section 13 - Street and Drainage Excavation 4-2
Section 16 - Water 4-6
Section 18 - Rocx Retaining Wall 4.7
1
' Section 19 - Surcharge and Settlement Platforms
Section 21 - Weighing 4-9
Section 23 - Crushed Surfacing,' Ballasting, and Stotkpilinq 44-11 Section 26 - Bank nun Gravel
Section 33 - Asphalt Treated Base 4.14
Section 34 • Asphalt Concret Pavement 4-1r,
' Section 36 - Extruded Cement Concrete Cu-b 4-16
Section 39 . Cement ,ancret Pavement 4.18
Section 40 - Cement Concrete Curb, Curb and Gutter 4-19
Section 41 - Cement Concrete Driveway anc Alley Return 4-20
' Section 42 . Cement Concrete Sidewalk 4-21
Section 44 - Traffic Control Delineation 4-23
Section 47 - Erosion Control 4-24
' Section 50 - Monuments 4-27
Section 52 - Removal of Existing Street Inprovements 4-28
Section 53 - A3ustment to Grade 4-29
Section 54 - Pavement Patching 4-30
Section 57 - Finisn and Cleanup 4-31
Section 60 - Pipe, Materials, and Testing 4-32
for Drains and Culver;,
' Section 61 - Trench Excavation, Backfill, I'oundat ion, 4-34
and Bedding for Sewers, Drains and Culverts
Section 62 - Pipe Laying, Jointing, and Testin 4-36
Section 63 - Manholes for Storm and 9 4-44
Se 'ion 64 - Catch Basins and inlets Sanitary Sewers 4-4b
Section 68 - Finishing and Cleanup for llndergrocnd Condaits 4 48
Section 72 • Pipe for Water Mains 4-49
Section 73 Trench Excavation and Backfill 'or 4-50
Section 14 . Pipe Installation fur Water Mails Water Mains 4-52
Section 75 - Valves for Water Mains 4-54
Section 76 - Valve Chambers and Boxes for Water Mains 4-58
Section 77 - Fire Hydrants 4-59
Section 79 _ Blow-off Assembles 4-60
' Section 105 - Sanitary Sewer Lift Station 4-63
Section 106 - Emergency Power Generator 4.64
Section 110 - Signal and Street Lightin4 4-74
Section III • Traffic Signal 4.75
t Section 119 • Traffic Sl4nal Controlle, 4.87
4-90
Standard Plans
S-1
Gr,,[eci;,,ical Data
6.1
1
[Mon-FNMA Only)
CITY OF REMI'ON CALL FOR BIDS
Sealed bids rill be received until 2.00 p.m., Will 2 I B2
City Clerk's office and will be opened and publ(-cly readn t e et Gtrat the
Conference Room, Renton Municipal Build I nR, 200 Mill Ave. South.
The work to be ion oraed under this contract shall include: The full ,.nd
Plate Installation of the facilities required for the i
Valley Road from S.V. 41st Street to S.V. 16th Street, S.V. 16th Street fro nm
Raymond Avenue S.W. to East Valley goad, S.V. 19th Street net of East
S.V. to East Valley Road, S.V. 27th Street from Valley Parkwayt fR"Ymond Avenue
Road to Include, but not be limited to, storm drainage, to East Valley
walk, Illumination, traffic signelizattoo, water, curb and gutter, slde-
and cemolate restoration. All work shall er' sanitary sewer, lift
logs and speci;51 ions. be as set forth in he t station
t design draw-
Any Contractor connected with thls project shall comply with Federa i,
County and City codes or regulation, applicable to such work.
State,
The City reserves th right to reject any
e and/or all bids and to waive any
and/or all Informalities.
Approved plans and specifications and form of contracx dnrwents way be obtained
at the Public Works Department office at the Renton Municipal Building for a
deposit of $ 75.00 each set plus $ 5.00 to cover postage, if misled. The
deposit wtil a re unded upon return the plans and Specifications in Rood
condition within thirty days after old opening. The mailing charge will not
be refunded.
A certified _heck or bid bond in the amount of five (5) percent of the total
amount of each bid must accompany each bid.
' The City's Fair Practices and Mon•Uiscrimieation Policies shall apply.
' i?'7�Zc-,aL ./sue.-44.
ttas lne F NDtprs, eputy ity Clerk
Published:
Daily Journal of Commerce: Merch 24 s 31. 1982
Daily Record Chronicle: March 26 6 A
Dril 2, 1982
tSCOPE OF WORk
The project shall consist of the widening and improvement of East Valley
' Road from S.M. 41st to S.W. 16th to 36 feet curb to curt); the widening and
improvement of S.M. 16th from East Valley Road to Lind Avenue to 36 feet
curb to curb; the construction of S.W. 27th from East Valley Road to the
proposed Valley Parkway 3b- and 44-feet curb to curb; and the cons ruction
of S.M. 19th from East Valley Road to Raymond Avenue 36 feet curb to curb.
' Improvements shall consist of surcharging, grading, paving, illumication,
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. 19th, and construction of a traffic signal at Lind Avenue and
S.N. 16th.
Approximate quantities include: Bank Run Gravel Class B, 243,000 tons;
' Settlement Platforms, 50 each; Asphalt Concrete Pavement Class B, 17,400
tons; Cement Cuncret Curb and Gutter, 29,700 L.F.; brain 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.
t
1
1
t
1
1
INSTRUCTIONS TO BIDDERS
1 I. Sealed bids for this proposal w. . . be receive) by the City of Renton at the
office of the Renton City Clerk, Renton Cith Nall, until 2�•00 o'clock p.m„
on the data 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 p•acticable.
No propose) may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forms attachec hereto.
' 2. The work to be done is shewr on the plans. Quantities are understood to
be only approximate. Fine! payment will be based on field measurement of
actual qua,.,ities and at the unit price Did. The City reserves the right
' to add or to eliminate portions of that work as deemed necessary.
3. Plans may be examined aid copies obtained at the Public Works Department
Office. Bidders shall satisfy themselves as to the local conditions by
inspection of the site.
4. The bid price foe any item must inclide the performance of all work
' necessary for completion of that item as described in 'he specifications.
S. The bid price shall be stated in terms of the units Indicated an, as to a
' total amours. In the event of errors, the unit price bid will govern.
Illegible figures will invalidate the bid.
6. The runt is reserved to reject any and/or all bids and to waive inform-
' alitirs to it is deemed advantageous to the city to do so.
7. 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
i2 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 awarJ of contract. The that. of the successful bidder will be
returned privided he enters into a contract and furnishes a satisfactory
Performance :fond covering the full amount of the work within ten days after
receipt of notice of Intention to award contract. Should he fail, or refuse
' to do so, the check shall be forfeited to the City of Renton as liquidated
damage for such failure.
B. All bids must be self-explanatory. No opportunity will be offered for oral
explanation except as the City may request further information on particular
Points.
' 9. The bidder shall, upon request, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
t10. Payment for this work will be made in Cash Warrants.
' Rev. 7/15/81
1
ralu7 v
CITY or RMOR
SURNARY UP PAIR PRACTICES POLICE
ADOP?VV or RR$OLUf10R $0. _I {
The Polley of the City of Remtom to to Prca*ts and af,•ord equal
treatment and Pepsi** to all aitimoRs and to team" equal employ-
Remt opportunity to all Person@ re/Iepol*ar of rear, tread; *clop;
*thmi of ty; national origin; Per; Us Prot,"@@ of a non-po►-rslatod
7hysioai, s*ms*ry, or Rental handtoIF; ages or marital status.
This Policy shut[ be based on the principles of equal eoploymont
' opportunity amd affirmative action guidelines as *at forth in
fedsrai, state and local laws. All department* of the City of
Kanto* shall adhere to the foiion{mp guidelines:
Ell ENr UI RR PRAC?lC - All activities relating to employ-
Ren #uc a• rearu tment, #eteotaon, Promotion, termination
and train{.; •hall be sand uatsd in a non-disarieinatory
manner. Personnel deoieions r:i;t be based on Cndividual
p*rforaasoe, Staff{Rp rtqub,.em ta, and im accordance
with govern{. Civil Berries Laws sad the agreement
Detre on
Ilia City of Rento.. and the Washington $tat*
Council of County and Ci.y Impioysee.
' ftl 400rERA flog VIYR RUMP RIGIfJ OROAI;SAfIORS - rho City of
pon on "Opera to y or eat{one and
eomais#ioms 0r;aui*ed to Promote fair Practice# and *qua:
1 opportunity to ear Irynent.
it' APPIRM.1 fI7R AC7ION PRCICRAI� - rho City of Renton Affirmativ*
Action agree ul z maintained oo fatititate egvitable
representation within the City Workforce and to assure
equal onpp layyrent opportunity to all. It #hail be the
pesPon*ibili to and duty of all City *ffi teals and rmployeoe
to carry out the Policies, guideline* and oorrootirs
meaPur** as set forth by this program. Coppoctivc
*nPIoyavnt Prat ram# may ba established by the Nayor on
the ro*oura#ndation of ap Affirmative Action Committsa for
those departure to in which a protected class of eRP!Oyu*
is under-roprostnted.
fU CONTRACTCRS' ORLIOATION - Contractors, rubcontraotore and
#upp er* con uc�tnyy uein*so with the City of Renton
*hall affirm and *ubseribe to the Pair Practices and Non-
Diacrimination policies set forth by law and in the
Affirmative Actiot Prograr,
Copies of this policy #halt be distribtted to all City smptoyou,
e Aa it appsap in all to
documentation of the City, including
bid oche, and *hall bo prominently displayed in appropriate City
facilities.
' CONCURRED IN by the City Cc Of the City of Renton, Washington,
this lea day of June IRRO.
CITY OF RIRTON: .MINTON CITY COUNCIL:
' mayor Council President
Attest,
lsawde ,tuly 10, 1971
Ravisedt February 9, 1976
Ia.t*ads awae 2. 1910
CERTIFICATION PY Pall"RD CtWTWT,'N, SVOCONTRAMN AND SUPPLIER REOARDINO EQUAL MP:. .
RENT OPMRTIMITY
INSTRUCTIONSW"awy�-
Thls gitlflnttOr to required put/uant tc Fedeal 4rut lv Otd•r 11716.
twquletltw/ Provide that anv bidder or p"apsgelve contactor, or an The LRPlsw&ntln
and suppliers• shell state a An anitial W i the bide y of their 9 rules and
P&rtiripated in any previous a Part o [ Mgot Ltlons of proposed $:-'contractor,
so, whet ,,. it ham !lied all catraet or Subcontract mubyoct to the cowl the contract whether it he,
ompL,n" "Ports due under applicable lrotruc PL icy cLussl and
it
The y,* hens heratofore adopted Msolutlori 2110 under date of Juno 2. 1960,
Policy,* as iAylsrsled by an •Aftlrf,tlw Action Progru• sheen" &+IeMtno the
1 Mnton !a Wonote and al f,rd ewSndln9 a 'air Praclln&
opportunity sseed N sbilit cowl t"atNnl. and ,,vice to all cltiaM and to ssaleri o[ the City of
Mtloeal or Iola; war the Y &aid [dtMS, to all person, reqardl•u of rep en creed" relopw� emplooyment
hn
want,! Status, 1Tl/ prssengs o/ anon_. - elated phya ic&l, sensor egidu9t an b poLcy shell 11Rwlp a .y to all cont"eton, s / of ynal hendinpi aN or
ad 9 u/Lnus rith tn• CSt c' Re turn ,hell Af fire aedubcontueta" end su
poi lc'v. The atonrnlioned "ton wh in wbaerlb• to aid Dtactics
go1w1,"U1 •appll•n or rev pro.Llona snail Mt apply to :Ontac" or /ubcontr[eU fo rStandard
contnc!• of 1 u atarLl• or [i"a or oryalsat tons rl[A ]ws• Ma e1a'n
• the 510,000 busied, per ,nave rlth the City,
t ewp10YN5 or
Mi•n Ns Contcacl.or.�tubcpntr&cter/Suppl ter IAseunsfter "tevred M &s
Ne C1tY of Renton to subwlt An AfllTNtive Art ion eLn, the vein!
4p1oYYnt will b• that the Contractor i• rpulied by
T1watWlai psreateqe rhlch 1, currently Noted In wove ecceptaDle prseenugs of aim'
ity
eNllabla torn"vMIsr—at l tlhi�Nuniel City ofiNlpton Atf I"$five Action P*Appendix I• ICIt of
graw� i.e. 9.laY Thlf~i pin Goals and
W ntld ln9. siren is
The undersigned contactor therefore covenants, •tipulaba and agree• roar eurin9 the
this coiltuct Mr will not dlscriminat• aga+n/t any parson in hiring. Pthabt In
sating or &ny other tern or condltlon o/ &Inst 3Mi g, coat of
the I111 cate9oriss listed in ymant, by reason of such 9. status, ref co
pare. 7 ,pow. peaon's status, reference
Contractor farther ogress that he wall take affirmative and continuous action to insure full compliance
with Ouch
an Y and pragam in all rsspectan it beinq strictly undsreto.id and aglead that !allure to
cont"nt. y of the terms of said provisions &hall he and constitute a m&tarisi hd that
of ilia
Contractor *hall, upon request and/or as own &a Possible thereafter, furnish
:nforlatlon end reports required by the City to determine whether full tromol lance has
can
with said unto the City any and all
aorounts b y for the I'd ptogrne she contractor will perrut mega to Men Mde by the
Y the City for purpose of inwrtigst ion his wake, record, and
to a-certain such compliance.
Contactor further aeknowl edgy that he nsa received a true and complete copy of the Clty'a "Fair
Contract& Policy,•
CERTIFICATION Ry: CONTRACTOR oft eat ca on Um r
Or SUSfoNTMCTOR _ or
NAME: SUPPLIER
ADDRESS:
---
REPPLSEMA22YE5: �F ---�--'�----�_
TITLE:
1, Contractor/Subcon — ----- PHONE:
p,tar
to the Equal opportunity/Clause, h&• P&Ye.cip—Main a previous contrarl or subcontract mubtect
COMPII&nw reports w" required to be filled in connactlon with such contact or
_Yea _pp
mV bGOnt[&cCl
1• Contractor/Subcontractor/Supplier has filed all compliance reports due under application
instructional Yes
'— —�
1. It Aawr to it" l is No.. plans eePlaln in detail on reverse so* of this pttlficatlon.
CERTIFICATION: The information Above is true and complete to the best of my knoeladge and belief.
_-----
-------
_— sea a i s T4Cyner p ua Ype nr or
nt
Nsvlewed by City Authority Mr.—
Date
1
i
1 CERTIFICATION OF ELIAL ENPIA171ENf DpPOPTUN M REPORT
1 Certification with regard to the Performance of Previous Contracts or Sub-
eontrarts subject to the E.,ual Opportunity Clause and the filing of Required
1 Reports.
The bidder , proposed subcontractor hereby certifies that he has
1 has not participated in a previous contract or subcontract subject to t�egwl oppogtunity clause, as required by Executive Orders 1092b, 11114 or
11246. and that he has I has not , filed with the Joint Reporting
Committee the Director Rtlie Office -O"ederal Contract Compliance, a Federal
1 Geverneent contracting or administering agency, or the former President's Committee on L'ioal Fmployttit Opportunity, all reports due under the applicable
filing requirements.
1
1 By:
1 Title
Date:
Note. The above certification is required by the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 CFR o0-1.7 (b) (1). and must be
1 submitted by bidders and proposed subcontractors only in connection w;th
contacts and subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
1 are set forth in 41 CFR oo-1.5. (Generally only contracts or subcontracts of
$10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the
1 Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
1 previous contract or subcontract ub
filed the required reports should do jact to the Executive Orders and have not
to that 41 CFR 60-1.7 (b) (i) prevents
the award of contracts and subcontracts unless such contractor submits a
1 report covering the deliquent period or such other period specified by the
Federal Highways Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
i
1
' CERTHICAIION OF BIDDERS AFFIRMATIVE ACTION PLAA
iddpa is to indicate by check-nark
b which of the fIllowing statements pertains to this
bid package, and is to sign the certification for that specific ststament:
' a) It is hereby certified the' the bidder is exempt from the City's
Affirmative Action Ilan raycirements because:
"Average annual emp:oyment lev-1 is less than eight permanent employ**$,
f and the total contract amount with the City during the current year is
less th..n S10,0bD,"
Company, -- — ate--
, ----
_
' OR D b) It is hereby certified that an approved Affirmative Action Plan is o
file with the City of Renton, and that sa.i Plan srecafies goals and
timetables which are valid for the current calendar Year.
Company --—-- bate
BY:
Ti[ e
' OR c) It is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will bo subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
' 1) Present utilisation of minorities and females by job classification,
2) Goals and -timetables of .ar.ty and Female Utilization, and
' 3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
' Uo pany ate- —
BY:
_ Title —
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (S) working days of receipt of
notification of low-bidder status. Sai� 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 dcb Classification,
2) Goals and Timetables of Minority and Female Utilization, and
' 3) Specific Affirm.tive Action steps directed at increasing Minority
and Female Utilization.
Company — Date
t
BY: Title
Rev. 9/9/75
Rev. 10/80
! PARTICIPATION CERTIFICATION:
MINORITY BUSINESS ENTERPRISES (MBE)
! and
WOMENS' MINORITY PUSINESS EN1-:RPRTSES (wMRE)
! (EUSINESSES OWNED AND OPERATED BY woMEN)
The Contractor agrees to use his beat efforts to carry out a policy in the award
! of hie subcontracts, agent agreements and procurement contracts to the fullest
extent to utilize minority buelneea Performance er this contract. As used in thisenterprises contract. thetent termh�'mitarStvnt
business enfezpriae" no a business, at leas[ 50 Percent of which is owned by
minority group members or, In the cane of publicly owned businesses, at least
51 percent of the stock of which Is Owned by minority members For the
of this defir.it Ion, minority group members are Women, Negroes, Spanish Speaking
! surnamed American purpose
Eskimos and Personsn s, American Orientals, American Indians, American
by subcont rac to
to in advance of contract ontrac. cltv t�owe consider sworn
rne affidavit. presented
! minorlty 6tetus in accordance with criteria cited above.
To be eligible for award of thin ontract, the bidder must execute and submit,
! of the as a par[ of the bid, the fOlIOWinbiddR certification which will be deemed a part
r'acertification
or submission o a falsetc A
resulting
o ertiflcation shallrrendcruhisibid inonresponsive.
! MINORITY BUSINESS ENTERPRISE CERTIFICATION
! Name of Bidder(a) _— Certifies that:
! (a) it (does) (does not) intend to sublet a portion of the contract work and
(hoe) (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 subcontractors
and the results thereof are listed below. Indicate whether MBE or WMBE
and identify minority group. (If necessary, use additional Cieet.)
!
MBE Min. Gr. W,MMBE
! l
(Name of Firm, Bfd Item, Ruul[�Cont ❑
tcts) ❑
4. L ' ❑
5.
! Mr.em" — ❑ --- ❑
the ramifor officer f. the administration of t— he— minority— as been busineas designated
enterpr ise
program for this fire.
CONT•RACTORj 5UDC0NTRACTOR -_
' NORTNIY MAMPOM(R UrIIIZATION REPORT REPORTING PP,RIOD
To be Submitted • • M---- Year
.
Co the C1 ty's Project .I� �'�'�'�
' tngineer during the let wek o! loilo.d.tq /� Goals and Timetables a committed
month while contract is io Vro9»es• Prim N' in Contractor's Affi
toner actor is »a Action Pi an rmatiw
lronsib3• for obta.n in and s t n all Sutrtn o
1 roc o r or par City's Plan _tec,tt 9.1
m of CaPl.coca ,amcY Dgl.l '��-
Frvc Iwr Md IOC<(Im 0/ <0<t racto')
' This »port7:7 Ss »quiro y Erecut ve
result in sanctions which include suspension• termynation,�cancellations or debarment of
ulu» to report tan
' contract.
a 5 a.
' wort Noura or la aino• Total tal
D1oYa.nt (It* roo trwbl city n"bq, vebar
Claeal •• . • or
=omDany'e Nu. (LD.) Tnds tiona TOLa ala^k lank ndlan haft< .•hl tat* ±nhe [aD}..
Island .1• vrh D Y' Sae
•se
T
r
T
t
Y
C"Dan1 rich a na ur♦ an
1 e Nto 3 1[ned • aphorr Nuiaer
(Include Area Coda
�w. 11/77 (•Nales [t8libmtttFemales,
7/80 ' Niroritita A- Non-minorities)
al Rsyul rements a City'e (;oAla/Tirtables) Page of
r
IMTROCTIONS TOR PILING 9WIOYMM UTILIZATION REPORT CITY OT WWTON) r
The Employment Utilitation Report is to be completed by each subject contractor r
(both prime and subcontractors) and signed by a reaponsible official of the
company. The reports are to be tiled on the day required, each month, during
the ton of the contract, and they shall Include the total work-hours worked on r
the project for Poch employee level in each designated trade for the entire reporting
period. The prime contractor shall submit a report for its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance r
Agency Chat is funding their constrtetion project.
Reporting Period . . . . . . . . Self-explanatory
Compliant* Agency . . , , , . . . City of Renton (administerfng department,
Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying r
construction contract with the City of
Renton.
I. Conpany's Name . . . . . . . . . . Any contractor or vubcontractor who has a `
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only those crafts ,overod under applicable ,
EEO bid conditions.
7. Nark-hours of Employment . . . . . The total number of houre worked by all r
employees in each classlflution: the total
number of hours worked by each *minority
group to each classification and the total ,
work-hours for all womtn.
Classification . . . . . . . The level of accompli-haent or status of r
the worker in the trade. (C • Craftworker
Qualified, Ap • Apprentice, Tr - Tratnee).
4. Percent of minority work- r
hours of total work-hours . . . . The percentage of total minority work-hours
worked of all work-hours worked. (The sum
of columns b, r, d and a divided by columm. a.) ,
S. Total Number of Minority
Employees . . . . . . . . . . . Number of minority employees working in
contractor's aggregate work force during
reporting period.
6. Total Number of F�plovees . . • . Number of all employees working in contractor's
aggregate work force during reporting period.
• Minority to doflned as including Blacks, Nlspanici. American Indiana and Asian r
and Pacific islanders - both men and women.
1
1
NON-COLLUSION AFFIDAVIT
STATE OF WASHINGTON )
0 ) SS
COUNTY OF )
' being duly sworn, deposes and says, that he is the identicfl person
who submitted the foregoing proposal or bid, and net sun 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
person or ,orporatioe to refrain from bidding, and that deponent has
not in any manner sough! by collusion to secure to himself or to any
other person any advantage over other Bidder or Bidders.
SIGN HERE.
Subscribed and sworn before ne this day of
14
' Notary Public in and for the State of
_ residing at
therein.
CERTIFICATION RE: ASSIGNMENT OF
' ANTITRUST CLAIMS TO PURCHASER
TO THE CITY OF RENTUN
RENTUN, 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,
1 except as to overcharges resulting from antitrust violations
cO""cing after the date of the bid, quotation, or other event
establishing the price under this order or contract. In addition,
vendor warrants and represents teat each of h�s suppliers and
subcontractors shall assign any and all such claims to purchaser,
sobject to the aforementioned exception.
1
NdnM� er s rn -
g�nature-077fut Or ze epresen at ve o
' er
ate
r
r
rMINIMUM WAGE AFFIDP IT fORM
City of Renton
r --
rCOUNTY OF _ ss
r1, the undersigned, having been duly sworn, deposed, say and certify
that in connection with the performance of the work of this protect,
r1 will pay each classification of laborer, workn-an, or mechanic
employed in the performance of such work; rot less than the prevetl'ng
rrate of wage or not loss 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 contests thereof and the
substance as set forth therein is true to my knowledge and belief.
r
Subscribed and sworn to before me on this day of
. 19_
r
r otary u c n an or t ate
of Washington
Residing at.
A
r
r
r
' BID BOND FO!LM
' Herewith find deposit in the form of a certisied 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
r'.nv� All Men By These Presents,
' hat we, as Principal,
imd as Surety, are
geld 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, s,;-ressors and assigns, ,jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any
awaro to the Principal for
' according to the terms of th^ 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
■ fo, the Faithful performance thereof, with Surety or Sureties approved by the
Obligee; or if the Principal shall, incase of failure to do so, pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
then this obligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to the
' Obligee, as penalty and liquidated damages, the amount of this bond.
SIGNED, SEALED AND DATED THIS DAY OF _ __, 19_
^—
■ Principal
Surety --
' 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.M. 41st Street to
S.M. 23rd street
Schedule A-1 - Street and Drainage
Schedule A-2 . Water
Schtlule A-3 - Illumination
Schedule 3 - Improvements along East Valley Road, S.M. 23rd Street to
S.M. 16tn Street; along S.W. 16th Street, Raymond Avenue S.W.
to East Valley Road; along S.M. 19th, Raymond Avenue S.W. to
East Valley Road; along S.M. 27th, Valley Parkway to East
Valley Road
Schedule B-1 - Street and Drainage
Schedule B-1 (Alternate) - Street and Oraino_e
Sche'.;ule B-2 - Water
Schedule B-3 - sanitary Sewer
Schedule 8-4 - Illumiration
Schedule B-5 - Traffic Signal
Schedule C - improvements along S.M. 23rd, Lind Avenue S.W. to East Valley
Road (P-9 Channel)
Schedule C-1 - Drainage
1
1
PROPOSAL
TO THE CITh Cr RENTON
RENTON, WKHINGTON
t6entleaen•
The undersigned hereby certtf_ that — has examined the site of the
proP;;ad work and he— read and thoroughly understand— the plans,
' cp,cIfications and contract governing the work embraced in this Improvement,
anu -.ne method by which payws�nt 9011 be made far said work, and hereby propose
to undertake and complete the wort embraced In this Improvement, or as much
thereof as can be coapteted with the money available, in accordanco 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 ,0 t
prices both in writing and 'n
figures.)
' Signature
Address
1 Hams 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 Stott of Washington at
PROPOSAL
Schedule A-1, Street and Drainayc LlD No. 314
ITUM APPROa. 1T1111 .!TN umv Poles
NO. OUANT/TT (UAN Pr4eo to ao Nr1;I04 Y Ooreo! UNIT PRICe Amou'T
1 L.S. mobilization -
I
1,60 sum
It
!� N
Y 3 AC. Clearing and grubbing
ar acre
r
3 7,S00 C.Y. Unclassified Excavation
I
.T. IC.aY I
�anu �tae�---der cubic yard � I
a 4,000 C.Y. Unsuitable Excavation
t1l e//Aa __per cubic yard ,
M
5 SOD S.F. Rock Retaining Mall
Per square foc
J 11. r.ch Sett leTknt latforela
r each
7 6 AO Suro.arge Excavation C.Y.
per cubic yard _
d_ 1,167 Tons Crushed Surfacing Top Course i
er,;6r*«0 90 U,U-- er ton 9 9a
P 7S/ 30
.4:ncl""
PAWSAL
Schedule A-11 continued
' LID No. 314
ITIM APPROX. #TIM WITH UNIT PRICE
NO. QUANTITY (Van Ir164A/s N Wfht/n r WefdO UNIT PRICE AMOUNT
9 234 Tons Temporary Crushed Surfacing Base Course
i
Ily°1Y --per ton
oa 90
10 652 Tons Riiprap off.
J14mLdajU L2� ,er ton
no
11 6 YX0 S4PK Run Gravel, Class B
Tons `
Ma .
T--` per ton
i
12 1,885 Tons Asphalt Treated Base
t
DPr ton
• - iOQ. d
13 5,827 Tons Asphalt Concrete Pavenent Class 6
per ton
jO 1415`T6 Io
( 14 208 Tans Incidental Asphalt Concrete
_per ton
15 10.972 Cement Concrete Curb and Gutter,
L.F. Type A
per lineal foot
�O yv
16 495 S.Y. Cement Concrete Driveway (6" thick)
[1 Aan------per square yard
yli�, Id1.�
' Schedule A-1, continued PROPOSAL LID No. 314
ITEM APPROX. 1TKM WITH UNIT PRICE NO. QUANTITY (Ue.: Meta fe be Written h YIw4) UNIT Pelee AMOUNT
17 2,337 S.Y. Cement Cpcscrreete Sidewalk (4-inch thick)
' Atun..tit Slims`— per square yard
e ib
18 14,878 paint Striping
L.F.
u..4.e P- lineal foot
IL
19 237 L.F. Thermoplastic Crosswalk
tt0
—r. r lineal foot p
20 70 L.F. Thermoplastic Stop Bar
arl C I% --per lineal foot
4 .
' 21 76 Each Thermopll last i c Traffic Arrows
�wITrZ',Y,i.o���—.per each
22 20 Each Thermoplastic Letter
,, ,'
' �Iy S t er each
2T 8 Eacn Remove and Relocate Existing Signs
�0 = er each
e4r .a
t24 35 Each Lane Marker Type I
' (ed lur: _=per each
1
PROPOSAL
Schedule A-), continueC LID No. 314
' "ON APPROX. #TIN WITH UNIT voice
NO. QUANTITY pinh Ptk a 1•be Wrote" Im Wets[) UNIT voice ANQUAT
1 25 12 Each Line'?�Maarker Type 2
TmMIJ per each 3 _
Z - 1 .
26 278 Each 9-3/4 inch (1250) Plastic
Traffic Buttons
' ,--- =per each
C�
27 2 AC. S
ee
lding.
�Ferf(tilr[izinnTng and Mulching
A1�'LQ...�a�JiZper acre
28 2 Each Monuments 1
.Yu per each
29 3 Each Adjust Existing Catch Basin to Grade '
�er each
' 30 15 Each Adjust Existing Manhole to Grade
Q m:7per each
31 6 Each Adjust Existing Valve Chamber
' to Grade
s�,=Z-per each v
32 570 S.Y. Asphalt Concrete Favement Patch
'—"-per square yard
' —
' PROPOSAL
Schedule A-1, continued
I •rreolc. LID No. 314
Inr
NO. UUANTITT (I ITfll UNIT MN;(f
MN hNala Is b M wrlllre 111 wN41 UNIT MICfI
AMOUNT
33 L ,S, Finish and Clean Up
n r lump Sum
' 34 L.S. Private })P�roperty(�1Ressttorraation
' 4�at11f01i/t4lild,l�er loop sum
' 35 1,5,3 L.F. 12-inch Diameter Storm Drain Pipe M L40, er lineal foot
36 256 L.F. 15-inch Diameter Storm Drain Pipe '
Q 1_- � `nW
;lou t��l�a.tc.-[ � Der lineal foot
'
37 648 L.F. p
21-inch Diameter Storm Drain Pi
pe
�...iill.__•=__per lineal foot
' tz 3 z. -
38 404 L.F. 24-inch Diameter Storm
Drain pipe
per lineal f)ot
1 39 1,531 L.F. 30-inch Diameter Storm Drain Pipe 2y
' er lineal foot
Ss
-inch Diameter Storm Drain Pipe
40 1,647 L.F. 36
1
Per lineal foot
`47. So 123? sm
ZoS,i ZZ YO
1
SCHEDULE A-1 ADDITIONS
SCHEDULE OF PRICES
(Note: Unit Prices for all items, all extensions and t.otal mmtmt of
bi., must be shown. Show unit Prices it. both words and fjgures
and where conflict occurs the written or typed words sha.;l psevafl.)
ITEM APPROX. ITEM n1TH UNIT PRICED BID UNIT PRICE AMOUNT
t
NO. QUANTITY fbiut Ptlws to be written in words DOLLARS CTS. DOLLARS CTS.
41A 2 EA. I48", 90° Bend Riser 9 Trash Rack 1.925100 3,85 00
54. L.S. Compensation for Grading Resulting
from Deletion of Item 7 19,620 00 19,620 00
55. 3.200 Tons Foundation Nateriul %0 30.401DO
56. 2,000 Tone Pipe Bedding Materi u I N 00 16.000 00
57. 50 Tons (Colo Mix 60 00 3.000100
ti
1 PROPOSAL
Schedule A-1, continued 110 No. 314
ITEM APPROX. ITEM WITH UNIT PRICE
MO. QUANTITT (Yen hleo to N rrlllee to Mwe) OMIT MICE AMOUNT
al 221 L.F. eB-inch DiameterO SSStttorm Drat, pipe
�7Ad> =per lineal loot
M OR
42 637 Tons Bank R„n Gra,••1, Class B (Trench)
f y�fe0
ton
d3 70 Each Catch Basin Type I-C
per each
M
' 44 Each Catch Basin Type II-C
� per each )
45 9 Each Storm Manhole, Diameter 56-inch
each
' 46 11 Each Storm Manhole, Diameter 60-inch
�4 Zee each
Y
47 3 Each Storm Manhole, Diameter 72-inch i
' per each
ee Y
40 15 V.F, E<tra Depth Catch Basin Type 11-C
' Per vertical foot
qs-4wfly`Z$.
►eorosAL
Schedule A.I. continued
ITIN Ar►Aoc LID No. 314
, rctr wttw
No. ouANTlrr ItNw a4Nee to b,�a»' yob uwn 49 30 Y.F. «ma) PascalPascalANOINT
Extra Depth Manr,,,le am
—�—
(SI-frith Dieter)
per vertical foot
' 50 l49 W.F. Am ~
Extra ameter)
Depth Manhole 60-inch Di
.!y
t I _ Per vertical foot
51 10 V.F, Extra Depth Man1101
' c i72-inch Dialeter�
per vertical fob
57 1 Each Prefabricated 60-
I"ch Diameter Bend
er e„ch
S3 b Each Trash Rack
per each
' O to u
Subtotal, Schedule A-1
1
PROPOSAL
Schedule A-2, watt,
.�� LID No. 314
rear APMOX.
NO. ANTRAMTTT
W ITtM W
MIT UNIT Nce
T ILUN ►rices to be elrittes IN leeree) UNIT MIN:e AMOUNT
1 1(,e ions -B{�ark Run Greve 1, Class B (Trench)
a-
AA __per ton _
2 150 Tons ',,oaation Material 3
"+fYllldL� per ton 0 iH zs'
3 377 L.F. 12-inch Ductile Iron Water Main,
S Lss 52, Tvton Joint
LAW�Der lineal foul
4 396 L.F. 10-Inch ductile Iron Water Main, ,
Class 52. Mechanical Joint
per lineal fool
9
5 52 L.F. 6-inch Ductile Iron Water Main, Class
52. Mechanical Joint, including
ack e RoQs
ejgt _per lineal foot
6 46.5 C.Y. Cement Concrete Thrust Blocking
- 2 _ -9er cubic yard Yr
7 1,600 L.F. 3/4-inch�Shackle Rods
lineal fool
B 1 Each I'-inch x 6-Inch Wet Tap
' *Au f� er each
ar w
'L541S.�
i
MOP"AI
Schedule A-2, continued
LID No. 314
ITEM APPROA. ITEM WITH UNIT PNN:I
NO. OUANTITT IUAN hNq N'AA MrNlee to AArN) UNIT MIDI AMOUNT
9 6 Each 12-in h x 10-inch wet' Ta
QaV�O.xOa/.M.AAOAu
er each nM,
10 9 Each R connect Ex stipg rice
lkA,.�..at w. L
per each �.� ZIC6 "�
11 3 Each Retail Existing Service
m ,f*_Per each ���
12 2,500 Lb. Extra Fittings ,
i
+ ee "Qper pound
13 6 Eacn 10-loco Gate Valve ff
�.. °•• 'L. � er each
14 4 Each 12-inch Gate 'alve, U•th Bypass,
With
Vau'llt p
'4h.�2�i.y.�p %Gz;per each
15 17 Each YValve Mark�erlrU�
1111AT41YaP1�L j/� per each
1V �
16 3 Each Adjust Valve Box, including
Valve Operating Nut Extension
ll!L_per each i
Z� By S
1
' 1 PROPOSAL
Schedule A-2, continued
' IT§M APPROX. nM
LID No. 314
00. YUANTIlrT 'TIN WITH
UwIT hNea' to MritteelN Wftdol AMOUNT UMiT �IIIC!
17 10 Each Hydrant Assem l Type YPe A
er each
.o
Each Hydrant AssembTy. Type e 8.1
per each
. y
19 1 Each Hydrant Assembly, Type 8-2
e ch
20 4 Each Guard Posts'�t j�'' r
' +V t MC---_Per each •I'
21V.F.
Hydrant Vertical Extension
' per vertical foot
' V
22 13 Each Temporary 2-inch Blow-Off Assembly
' per e
per each
Subtotal
' M.S.S.T. 6,6% '-'`--4—/-22 IG
Subtotal, Schedule A-2 91.?32 24
1
P*WSAl
Schedule A-3, illumination
LID No. 314
ITEM A►►NOE, ITEM WITH UNIT PRICE
NO. QUANTITY (11INN MMee le be whNlee M Nelda) UNIT MICE AMOUNT
1 L.F, Conduit Trench and Backflll
er lineal foot
m �
2 100 Tons Bank Run Gravel Class B (Trench)
per ton
3 17 Each Light Pole Foundation
— �per each � O
4 2 Each Service Cabinet Foundati_o[n� T --
ay
per each
5 17 Each Aluminum Pole, 40-foot Height Mounting
7er e each
V _pr
1 c
er
6 17 Each LID Luminaires, 250 Matt, Furnish
and Install
7 1.150 L.F. Conduit, Schedule 40, 1-
D 1/2 inch
Diameter
_ '�--�e• lineal foot of J
B 1,195 L.F. Conduit. Schedule 40. 7-inch Diameter
liQlZ___per lineal foot
5&73• �
a- r. PROPOSAL
Schedule A-3, continued
LID No. 314
INM R
Oa. @11 i
MO.
MO, 011AMTITT IYM1 hMo is
1�N Note MIICetrttlea in lameal UNIT Voice •aIOYMT
' 9 200 L.F, Conduit, Schedule 80, 2-Inch Diameter
_per lineal foot
2 _ r
10 16 Each Design 8 Junction Bo.
09
' „toper each f'R
11 2 Each Design IntermeeddiidttTTe Junction Bo,
wM
- er each
285.
' 12 20.5
Conductor . Illuminat;on, No. BAMG
qy00
�aae,hra!>ra�—'p!r 1,p00 lineal fee
`� ciSGI Ze -
13 5.6 Bare Ground Yire, No, lOAMG
K L.F. At
1)211�_P r 1,00000 lineal feet
14 34 Eacn Fuse Kits
per each
O �
15 2 Each Service/Control Cabinet, Type D
' "'�' e► each J
�, e 1 47aryr~ -
ubtotal, Schedule A- f N
I �j Subtotal, Schedule A-2
a
Subtotal, Schedule A-I
TOTAL, Schedule A I.one,
' f