HomeMy WebLinkAboutAddendum No 2 - CAG-24-109S 7th Street Corridor Improvements Addendum No. 2
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S 7TH STREET CORRIDOR IMPROVEMENTS
ADDENDUM NO. 2
Federal Aid Number: CRPUL-CM 1292(003)
TIB Number: P-P-102(P03)-1
City Project Number: CAG-24-109
DATE OF ADDENDUM ISSUE: September 25, 2024
BID DUE DATE: October 2, 2024
DATE OF BID OPENING: October 4, 2024
NOTE TO ALL PLANHOLDERS:
This Addendum No. 2, containing the following revisions, additions, deletions, and/or clarifications, is
hereby made a part of the Plans and Contract Provisions (Contract Documents) for the above-named
project. Bidders shall take this Addendum into consideration when preparing and submitting their bids.
Bidders shall acknowledge receipt and acceptance of this Addendum No. 2 in the space provided on the
Proposal Signature Page or by signing in the space provided below and submitting the signed addendum
with the bid package. Failure to provide this written acknowledge may result in disqualification of the Bidder’s
submittal.
BID PROPOSAL
1. DELETE Proposal for Schedule A (Pages 13 to 16) and REPLACE with attached Proposal for
Schedule A (Pages 13 to 16). Revisions include:
Added NEW bid item A14. Revise all bid numbers following A14.
REVISE the name of bid item A25 to “24 In. Locking Lid Non-Slip Manhole Cover”, which
will conform to the Special Provisions item 7-05, see #6 below.
o Note item A25 was formerly item A24 prior to Addendum No. 2
REVISED quantities for bid items A33, A34, A35, A36, A38, A39 and A40
o Note items A33-A40 were formerly items A32-A39 prior to Addendum No. 2
REVISED inclusions in the lump sum for bid item A61 to include additional materials as
described in the Plans revisions, see #17 below.
o Note item A61 was formerly item A60 prior to Addendum No. 2
2. DELETE Proposal for Schedule B (Pages 17 to 18) and REPLACE with attached Proposal for
Schedule B (Pages 17 to 18). Revisions include:
S 7th Street Corridor Improvements Addendum No. 2
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Added NEW bid item B11. Revise all bid numbers following B11.
3. ADD Proposal for Schedule C (Page 18A). Revisions include:
Schedule C (items C1 to C6) added to the project
SPECIAL PROVISIONS
4. ADD new Special Provision Section 2-02 Removal of Structures and Obstructions, as follows:
Section 2-02.1 is supplemented with the following:
Sawcutting
This work shall consist of sawcutting pavement the full depth of the pavement section
where shown on the plans and designated by the Engineer. The location of sawcuts shall
be along the limits of excavation, trenchline or as needed to facility construction of the
project. Pavement shall be sawcut prior to excavation work
.
Sawcuts shall produce a clean vertical edge.
The Contractor is responsible for protecting the pavement edge after
sawcutting. If the asphalt cracks near the sawcut, a second sawcut will be
required at no additional compensation. The limits of the second sawcut will
be established by the Engineer. The Contractor is hereby advised that depths
of existing pavement are inconsistent.
Contractor shall follow Ecology Stormwater Management Manual (2014)
guidelines pertaining to sawcutting shown below. Any additional equipment,
labor, or materials required to meet the requirements below shall be
considered incidental to the contract.
Slurry and cuttings shall be vacuumed during cutting and surfacing operations.
Slurry and cuttings shall not remain on permanent concrete or asphalt
pavement overnight.
Slurry and cuttings shall not drain to any natural or constructed drainage
conveyance.
Collected slurry and cuttings shall be disposed of in a manner that does not
violate groundwater or surface water quality standards.
Process water that is generated during hydro-demolition, surface roughening,
or similar operations shall not drain to any natural or constructed drainage
conveyance and shall be disposed of in a manner that does not violate
groundwater or surface water quality standards.
Cleaning waste material and demolition debris shall be handled and disposed
of in a manner that does not cause contamination of water. If the area is swept
with a pick-up sweeper, the material must be hauled out of the area to an
appropriate disposal site.
The Contractor shall continually monitor operations to determine whether
slurry, cuttings, or process water could enter waters of the state. If inspections
show that a violation of water quality standards could occur, stop operations
and immediately implement preventive measures such as berms, barriers,
secondary containment, and vacuum trucks. The Contractor shall satisfy
S 7th Street Corridor Improvements Addendum No. 2
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themselves of the nature of the pavement cuts to be made, and no additional
allowance will be allowed regardless of depth or materials encountered.
For the purposes of bidding, the contractor is to assume the existing pavement
sections are up to 12" of asphalt.
2-02.4 Measurement, is supplemented with the following:
Measurement for “Sawcutting” shall be by the horizontal length of the cut in feet multiplied
by the depth in inches.
2-02.5 Payment, is supplemented with the following:
Payment for “Sawcutting” shall be by the Contract unit bid price per inch-foot, which
payment shall be considered full compensation for all tools, equipment, labor, materials,
and incidentals required to complete this work as specified herein. This bid item pertains
to the sawcutting of asphalt and concrete pavement of all depths.
5. ADD to Special Provision Section 7-04 STORM SEWERS, as follows:
2-02.5 Payment, is supplemented with the following:
Ductile Iron Pipe, 6 In. Diam. shall meet the requirements of 9-05.13.
Inserta Tee OneFit by ADS or approved equal.
2-02.5 Payment, is supplemented with the following:
“Ductile Iron Pipe, 6 In. Diam.” Shall be measured per linear foot.
“Inserta Tee OneFit” installation will be measured per each connection.
2-02.5 Payment, is supplemented with the following:
“Ductile Iron Pipe, 6 In. Diam.” per linear foot shall be full compensation for all costs for
procurement, trenching, and installation of the pipe into existing and proposed structures
as shown on the Plans.
The unit price for the 'Inserta Tee OneFit” will include full compensation for all materials,
labor, and equipment needed for installation, as well as any core drilling or cutting of the
existing pipe, and inspection and testing to ensure watertight integrity as outlined in the
plans.
6. DELETE from Special Provision Section 7-05 MANHOLES, INLETS, CATCH BASINS, AND
DRYWELLS, as follows:
7-05.2 Materials, REPLACE as follows:
DELETE: 24 In. Riser – City of Renton standard Plan 200.40
ADD: 24 In. Locking Lid Non-Slip Manhole Cover shall have a skid groove pattern as
shown in City of Renton standard Plan 204.40. The 24” Locking Lid Manhole Cover shall
meet the standards of EJIW Catalog Number 3717C1 or equal.
S 7th Street Corridor Improvements Addendum No. 2
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7-05.4 Measurement, REPLACE as follows:
DELETE: “24 In. Riser” will be measured per each.
ADD: "24 In. Locking Lid Non-Slip Manhole Cover" will be measured per each.
7-05.5 Payment, REPLACE as follows:
DELETE: “24 In. Riser” per each shall be full compensation for all costs, including
adjustments of risers, and attachment to existing structures as specified in the Plans.
ADD: "24 In. Locking Lid Non-Slip Manhole Cover" per each shall be full compensation
for all costs for procurement and installation of the lid on existing structures as shown on
the Plans.
7. ADD new Special Provision Section 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS, as
follows:
Section 7-08.2 Materials is supplemented with the following:
Native Fill compacted to 95% or CDF per City of Renton standards.
Section 7-08.3(2) is supplemented with the following:
Section 7-08.3(2)J Abandonment of Existing 21” Clay Pipe in Place
When existing pipes are to be abandoned in place, the Contractor shall thoroughly clean
the pipe using approved methods. Conduct CCTV inspections before and after the
cleaning process. Crush and backfill with Native Fill Compacted to 95% or CDF as
specified. Restore the surface to its original condition as specified in the contract.
Section 7-08.3(3) is supplemented with the following:
7-08.3(3)D Compaction for Pipe Abandonment
After the pipe has been crushed, the excavation or trench shall be backfilled with Native
fill compacted to 95% or CDF per city of Renton Standards. The backfill material shall be
placed in lifts not exceeding 8 inches, and each lift shall be compacted to at least 95% of
maximum density as determined by ASTM D698 for Standard Proctor Density.
Compaction shall be performed using suitable mechanical means and equipment that will
not damage the surrounding infrastructure.
Section 7-08.4 Measurement is supplemented with the following:
“Abandonment of Existing 21” Clay Pipe in place” will be measured per linear foot.
“Compaction of pipe Abandonment” will be measured per linear foot of the abandoned
pipe.
Section 7-08.5 Payment is supplemented with the following:
S 7th Street Corridor Improvements Addendum No. 2
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“Abandonment of Existing 21” Clay Pipe in place” per linear foot shall be full compensation
for all costs, including cleaning, crushing, filling and surface restoration.
“Compaction of pipe Abandonment” per linear foot shall be full compensation for all costs,
including equipment, tools and labor required to meet the specifications.
8. DELETE Section 8-20.3(18) from the Special Provisions and REPLACE as follows:
8-20.3(18) Video Detection System
Section 8-20.3(18) is supplemented with the following:
The permanent video detection camera shall consist of a dome style panoramic camera
with up to 360 degree viewing capabilities. The video quality of the video detection camera
shall be high-resolution, full color, and have infrared (IR) illumination. The video detection
camera casing shall be rated at a minimum of IP66. Power for the video detection camera
shall be provided via power of ethernet (POE) cabling. The video detection camera shall
have the capability of machine learning and data analytics.
The permanent video detection camera system shall be supported by an Artificial
Intelligence (AI) based detection and actuation processor unit that is housed within the
traffic signal controller cabinet and be NEMA TS2 compliant. The AI based detection and
actuation processor unit shall have the capabilities to detect vehicles, pedestrians, and
bicycles on roads, bike lanes, and crosswalks. The processor unit shall have the capability
to support multiple video detection cameras.
Cameras shall be mounted at a sufficient height to prevent occlusion from cross traffic.
The Contractor shall provide the camera mounts and cable per these Specifications. The
Contractor shall install the cameras and controller cabinet video camera equipment under
the presence of City of Renton Transportation Maintenance Representative and the
Representative will program the cameras to provide detection. The Contractor shall notify
the Engineer 48 hours in advance of changes that will require reprogramming cameras.
9. ADD new Special Provision Section 9-03 AGGREGATES, as follows:
9-03.15 Native Material for Trench Backfill
Section 9-03.15 is replaced with the following:
Trench backfill outside of the roadway prism shall be excavated material free from wood
or other organic waste, with no debris, clods or rocks greater than 3 inches in any
dimension.
9-03.22 Cement-based Grout for Abandoning Existing Utilities
Add New Section 9-03.22, as follows:
The Contractor shall submit a mix proposal that has flow characteristics appropriate for
filling a utility pipeline. The mix proposal for “Cement-base Grout for Abandoning Existing
Utilities” shall be approved by the Engineer prior to commencing work on this item.
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Cement-based Grout for Abandoning Existing Utilities shall be equal to a 1-sack mix and
the materials shall conform to the following:
Cement: This material shall be Portland cement as specified in section 9-01.
Aggregate: This material shall meet the requirements for fine aggregate as specified in
section 9-03.1.
Water: Water shall conform to the provisions of Section 9-25.1.
Minimum Strength: 100 psi
10. ADD new Special Provision Section 9-14 EROSION CONTROL AND ROADSIDE PLANTING, as
follows:
9-14.2(1) Topsoil Type A
Section 9-14.2(1) is supplemented with the following:
Imported Planting soil or manufactured planting soil from off-site sources for planting beds.
In addition to general requirements listed above for planting soil, the items listed below
shall be followed for imported planting soil:
Planting soil Planting soil shall meet the following physical requirements:
S 7th Street Corridor Improvements Addendum No. 2
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Product Parameter Reported Unit of Measure Specification
Range
pH 5.5 – 7.5
C:N Ratio < 20:1
Electrical Conductivity Mmhos/cm ≤ 2
Exchangeable Sodium Percent Max. 10%
Sodium Absorption Ratio < 2
Cation Exchange Capacity Milliequivalents/100 g dry soil > 5
a. Maximum particle size: 5/8 inch, with 97% to 100% passing the 1/2" screen
b. Planting soil components shall consist of the following:
1) 30 – 40% by volume Sandy Loam per USDA textural classification of soil:
Item Size in mm Percent by Weight
/ Test Method
Sand 0.05 – 2.0 mm 45-85% AASHTO T88
Silt 0.002 – 0.05 mm 0-50% AASHTO T88
Clay Less than 0.002 mm 10-20% AASHTO T88
Organic Matter 1.5-10% AASHTO T194
2) 30 – 40% by volume Sand
3) 30 – 40% by volume Compost
c. Adjust above amounts to achieve the following in addition to the general
requirements listed in the physical requirements table above and:
1) Organic content for planting: 4-8% organic content by dry weight per
LOI
2) Fines as defined by #200 sieve: not more than 15%. Provide
laboratory testing per this section. (AASHTO T88)
d. Soil amendments and fertilizers per soil test:
1) Add or deduct types and amounts per soil test results for plant growth
requirements. Provide final amounts and types as part of submittals for
approval.
Planting soil shall be fertile, friable, uniform, and thoroughly mixed.
Planting soil shall be free of clay lumps, litter, and other extraneous materials harmful to
plant growth. Planting soil shall be free of stones 1-inch or larger in any dimension.
Planting soil shall meet the following criteria for heavy metals and toxics per MTCA WAC
173-340-900 Table 749-2 for unrestricted land uses. Test methodology per MTCA:
S 7th Street Corridor Improvements Addendum No. 2
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Heavy
Metal/Toxin
Reported Unit of
Measure
Maximum
Amount
Standard
Arsenic Mg/kg dry weight 20 MTCA WAC 173-340-900
Table 749-2
Cadmium Mg/kg dry weight 25 MTCA WAC 173-340-900
Table 749-2
Chromium Mg/kg dry weight 42 MTCA WAC 173-340-900
Table 749-2
Copper Mg/kg dry weight 100 MTCA WAC 173-340-900
Table 749-2
Lead Mg/kg dry weight 220 MTCA WAC 173-340-900
Table 749-2
Mercury Mg/kg dry weight 9 MTCA WAC 173-340-900
Table 749-2
Molybdenum Mg/kg dry weight 0 MTCA WAC 173-340-900
Table 749-2
Nickel Mg/kg dry weight 100 MTCA WAC 173-340-900
Table 749-2
Selenium Mg/kg dry weight 0.8 MTCA WAC 173-340-900
Table 749-2
Zinc Mg/kg dry weight 270 MTCA WAC 173-340-900
Table 749-2
Refer to Section 9-14.5(8) Compost of the Standard Specifications for compost
requirements. No fresh sawdust or other fresh wood by-products shall be added to extend
the volume after the composting process.
The Contractor shall provide a complete analysis of Topsoil Type A with one cubic foot
sample for review and approval.
9-14.3 Seed
Section 9-14.3 is supplemented with the following:
The grass seed dealer shall mix the grass seed only. The Contractor shall furnish the
Engineer with a dealer’s guaranteed statement of the composition, mixture, and the
percentage of purity and germination of each variety.
All seed mixes shall be certified as 99% weed-free and 90% viable seeds by germination
tests and by age specifications by species. Apply hydroseed mulch, tackifier, seed and
fertilizer per supplier’s recommendations.
Seed mix shall be composed of the following varieties mixed in the proportions indicated:
Botanical Name / Common Name % by
Weight
%
Purity
%
Germination
Lolium perenne var. Dasher 3 /
Dasher 3 Perennial Rye Grass
35% 98% 90%
Lolium perenne var. Cutter II /
Cutter II Perennial Rye Grass
35% 98% 90%
Festuca rubra var. Garnet / 15% 98% 90%
S 7th Street Corridor Improvements Addendum No. 2
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Garnet Creeping Red Fescue
Festuca rubra ssp. Fallax var. Windward /
Windward Chewings Fescue
15% 98% 90%
9-14.4 Fertilizer
Section 9-14.4 is supplemented with the following:
All fertilizer applications for trees shall follow Washington State University, National
Arborist Association or other accepted agronomic or horticultural standards.
Fertilizer for trees shall be 20-10-5, biodegradable packets. Apply per manufacturer’s
recommendations.
Fertilizer for seeded lawn areas shall be 10-10-10 slow-release formula or approved equal.
9-14.5(3) Wood Chip Mulch
Section 9-14.5(3) is supplemented with the following:
Wood Chip Mulch shall be “Arborist Chips”, chipped wood material approximately 1 to 3
inches in maximum dimension (not sawdust or coarse hog fuel).
Mulch shall not contain appreciable quantities of weeds, garbage, plastic, metal, soil, or
dimensional lumber or construction/demolition debris.
9-14.7(2) Quality
Section 9-14.7(2) is supplemented with the following:
Plant material shall be free from disfiguring knots, swollen grafts, sunscald injuries, bark
abrasions, evidence of improper pruning or other objectionable disfigurement.
Potted and container stock shall be well rooted and vigorous enough to ensure survival
and healthy growth. Shrubs shall have full foliage (not leggy). Container stock shall be
grown in its delivery container for not less than six (6) months, but not for more than two
(2) years. Root bound or broken containers will not be accepted. Bare root, liner and root
stock with dried or shriveled roots from exposure will not be accepted.
Trees shall meet WSDOT standard “Street Tree Grade” and will be provided with
untapped, straight, single leaders, and shall be free of branches to minimum six (6) feet
above ground line. Trees shall have full crowns and balanced branching.
Measurements, caliper, branching, grading, quality, balling and burlapping shall follow the
Code of Standards of the American Associate of Nurserymen in the American Standard
for Nursery Stock, ANSI 260.1, latest edition. Measurements shall be taken with all
branches in their normal growing position. Plants shall not be pruned prior to delivery to
site.
S 7th Street Corridor Improvements Addendum No. 2
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9-14.7(3) Handling and Shipping
Section 9-14.7(3) is supplemented with the following:
All plant material shall be transported to planting locations with care to prevent damage.
Tie back branches as necessary and protect bark from chafing with burlap bags. Do not
drag plant materials along ground without proper protection of roots and branches. Protect
rootballs from environmental or mechanical damage and water as necessary to keep roots
moist.
All plant material shall be legibly tagged. Tagging may be by species or variety with
minimum of one tag per ten trees, shrubs, groundcovers. Remove all tagging prior to final
acceptance.
The Contracting Agency shall reserve the option of selecting and inspecting plant material
at the nursery. The Contractor shall provide the Contracting Agency with at least one week
notice prior to preparing plants for shipping and delivery. The Contractor shall neither
deliver to site nor install plant materials until authorized by the Contracting Agency.
Cold storage of plants shall not be permitted.
If planting is delayed more than 24 hours after delivery, set balled and burlapped plants
on the ground, well protected with soil or wet peat. Adequately cover all roots of bare root
material with soil or wet peat. Protect rootballs from freezing, sun, drying winds or
mechanical damage. Water plant material as necessary until planted.
Plants shall not be stored for more than one week. Longer storage period at project site
will result in rejection of plant materials by the Contracting Agency.
9-14.9 Root Barrier
Add New Section 9-14.9:
Root Barrier shall be a minimum of 24” wide x 24” deep, flexible interlocking panels with
a minimum of 4 half-inch (1/2”) raised vertical reinforcing ribs, horizontal ground-lock tabs
to prevent lifting and double top edge. Panels shall be made from injection molded High
Impact Polypropylene (HIPP) with built-in UV inhibitors and a minimum thickness of 0.080
inches.
11. ADD new Special Provision Section 9-15 IRRIGATION SYSTEM, as follows:
9-15.1 Pipe Tube and Fittings
Section 9-15.1 is supplemented with the following:
All pipe and tubing shall be PVC or approved equal. All fittings shall be Sch 80 PVC. All
sleeving shall be Sch 40 PVC or Sch 80 PVC where noted on plans.
9-15.1(2) Polyvinyl Chloride Pipe and Fittings
Section 9-15.1(2) is supplemented with the following:
S 7th Street Corridor Improvements Addendum No. 2
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PVC pipe shall be Schedule 40 PVC pipe for the main, laterals and sleeves.
9-15.3 Automatic Controller
Section 9-15.3 is supplemented with the following:
Automatic controllers shall be as shown on the Plans, supply and install in cabinets,
including foundation.
9-15.4 Irrigation Heads
Section 9-15.4 is supplemented with the following:
Sprinkler heads shall be designed so that either an adjustment screw or interchangeable
nozzles can make spray adjustments. Watering cores shall be precision machined for
accurate performances and shall be easily removed without removing the housing from
the pipe. All turn heads shall be designed with turf flanges having 2 gripping holes to
facilitate removal of the head.
9-15.5 Valve Boxes
Section 9-15.5 is supplemented with the following:
Valve boxes for control valves in pavement shall be grey straight box, medium duty traffic
rated (non-vehicular traffic situations), composite material with UV inhibitors, heavy duty
seat collar, drop in locking, size to fit manifold valves and battery operated controller, with
flush, locking, solid, slip resistant composite lid (with IRR marking on lid).
All automatic control valves shall be provided with valve boxes. Valve boxes shall be sized
as appropriate to allow efficient access to components and approved by the Engineer prior
to installation. Valve boxes shall be extendable to obtain the depth required. All manual
control valves shall be equipped with a protective sleeve and cap as shown in the Standard
Plans.
9-15.17 Electrical Wire and Splices
Electrical Wire shall be #14 UF wire. Utilize splice kits which are UL listed and CSA
Certified for direct bury and submersion applications.
12. DELETE Section 9-29.18(3) from the Special Provisions and REPLACE as follows:
9-29.18(3) Vehicle Detection System
Section 9-29.18(3) is a new section:
Video Detection System
Video Detection Camera shall be panoramic dome style camera as indicated on the plans
or where designated by the Engineer.
PLANS
13.DELETE Sheet CDV and REPLACE with attached revised Sheet CCV.Revisions include:
•Revision of the index to reflect the added sheets SDO8 and SDO9.
14.DELETE Sheets SV01 to SVO5 and REPLACE with attached revised Sheets SVO1 to SVO5.
Revisions include:
Signature of professional land surveyor on all survey sheets.
15.DELETE Sheets SD-01 to SD-07 and REPLACE with attached revised Sheets SD-01 to SD-09.
Revisions include:
•Removal of an existing 21”clay stormwater pipe and reconnection of pipes to an existing
parallel trunk line.
16.DELETE Sheet EL-03 and REPLACE with attached revised Sheet EL-03.Revisions include:
•Revised anchor bolt required minimum length on City standard.
17.DELETE Sheets SGO1 to SGO3 and REPLACE with attached revised Sheets SGO1 to SGO3.
Revisions include:
•Luminaire at Shattuck intersection to be replaced with new luminaire and salvage existing
back to City of Renton.
18.DELETE Sheets IL-Ol,IL-03 and IL-04 and REPLACE with attached revised Sheets IL-Ol,IL-03 and
IL-04.Revisions include:
•Clarification of the City of Renton (COR)standard to be used for luminaire poles.117.1
should be used.Standards 117.1A and 117.IB removed from the Plans.
Receipt acknowledged,and conditions agreed to this
_____
day of
________,
2024
Bidder
Signature
S 7th Street Corridor Improvements Addendum No.2
Since,
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT.
Transportation Design Manager
City of Renton
Page 12 of 12
PROPOSAL (BID SCHEDULE A - South 7th Street, Shattuck to Burnett)
South 7th Street Corridor Improvements
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
Note: Unit prices for all items, all extensions, and total amount of Bid shall be shown. Enter unit prices in
numerical figures only in dollars and cents, i.e. to two (2) decimal places (including for whole dollar
amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be
rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for
any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Contract Documents (Addendum No. 2) Page 13
South 7th Street Corridor Improvements September 2024
Item
No.
Spec.
Section Description Quantity Unit Unit Price* Amount
A1. 1-05 Roadway Surveying 1 LS $ $
A2. 1-05 ADA Features Surveying 1 LS $ $
A3. 1-05 Record Drawings 1 LS $ $
A4. 1-07.15 SPCC Plan 1 LS $ $
A5. 1-09 Mobilization 1 LS $ $
A6. 1-10 Work Zone Safety Contingency 1 FA $25,000 $25,000
A7. 1-10 Pedestrian Traffic Control 1 LS $ $
A8. 1-10 Flaggers 720 HR $ $
A9. 1-10 Other Traffic Control Labor 240 HR $ $
A10. 1-10 Construction Signs Class A 681 SF $ $
A11. 1-10 Other Temporary Traffic Control Devices 1 LS $ $
A12. 2-01 Clearing and Grubbing 1 LS $ $
A13. 2-02 Removal of Structures and Obstructions 1 LS $ $
A14. 2-02SP Sawcutting 10260 IN-FT $ $
A15. 2-03SP Pothole existing utilities 2 EA $ $
A16. 2-03 Roadway Excavation incl. Haul 50 CY $ $
A17. 2-03 Common Borrow Incl. Haul 133 CY $ $
A18. 4-04 Crushed Surfacing Top Course 470 TON $ $
A19. 5-04SP HMA CL 1/2” , PG 64-22" 310 TON $ $
A20. 7-04SP Ductile Iron Pipe, 12 In. Diam. 90 LF $ $
A21. 7-04 Solid Wall PVC Storm Sewer Pipe 12 In. Diam. 10 LF $ $
PROPOSAL (BID SCHEDULE A - South 7th Street, Shattuck to Burnett)
South 7th Street Corridor Improvements
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
Note: Unit prices for all items, all extensions, and total amount of Bid shall be shown. Enter unit prices in
numerical figures only in dollars and cents, i.e. to two (2) decimal places (including for whole dollar
amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be
rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for
any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Contract Documents (Addendum No. 2) Page 14
South 7th Street Corridor Improvements September 2024
Item
No.
Spec.
Section Description Quantity Unit Unit Price* Amount
A22. 7-05 Catch Basin Type 1 7 EA $ $
A23. 7-05SP Open Grate Locking Lid 1 EA $ $
A24. 7-05SP Solid Locking Lid 1 EA $ $
A25. 7-05SP 24 In. Locking Lid Non-Slip Manhole Cover 1 EA $ $
A26. 7-05SP Adjust Manhole (Slip-Resistant Lid) 13 EA $ $
A27. 7-05SP Adjust Manhole (Slip-Resistant Lid Only) 5 EA $ $
A28. 7-05 Adjust Manhole 4 EA $ $
A29. 7-05SP Adjust Water Valve 4 EA $ $
A30. 7-05SP Adjust Utility Lid 6 EA $ $
A31. 8-01 Erosion Control and Water Pollution Prevention 1 LS $ $
A32. 8-01 Inlet Protection 22 EA $ $
A33. 8-02 Seeded Lawn Installation 425 SY $ $
A34. 8-02SP Wood Chip Mulch (3" Depth) 140 CY $ $
A35. 8-02SP Topsoil, Type A (8" Depth) 393 CY $ $
A36. 8-02SP Coarse Compost (2.5" Depth) 215 CY $ $
A37. 8-02 Plant Selection, Deciduous Tree (2" Cal.) 17 EA $ $
A38. 8-02 Plant Selection, Shrub (#2 Cont.) 532 EA $ $
A39. 8-02 Plant Selection, Shrub (#5 Cont.) 24 EA $ $
A40. 8-02 Plant Selection, Groundcover (#1 Cont.) 3912 EA $ $
A41. 8-02SP Root Barrier (24" Depth) 226 LF $ $
A42. 8-03SP Automatic Irrigation System, Complete 1 LS $ $
PROPOSAL (BID SCHEDULE A - South 7th Street, Shattuck to Burnett)
South 7th Street Corridor Improvements
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
Note: Unit prices for all items, all extensions, and total amount of Bid shall be shown. Enter unit prices in
numerical figures only in dollars and cents, i.e. to two (2) decimal places (including for whole dollar
amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be
rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for
any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Contract Documents (Addendum No. 2) Page 15
South 7th Street Corridor Improvements September 2024
Item
No.
Spec.
Section Description Quantity Unit Unit Price* Amount
A43. 8-04 Cement Conc. Traffic Curb and Gutter 931 LF $ $
A44. 8-04 Cement Conc. Traffic Curb 57 LF $ $
A45. 8-04 Cement Conc. Pedestrian Curb 81 LF $ $
A46. 8-06SP Cement Conc. Driveway Entrance 160 SY $ $
A47. 8-06 Cement Conc. Driveway Entrance Type 3 50 SY $ $
A48. 8-09 Raised Pavement Marker Type 1 10 HUND $ $
A49. 8-09 Raised Pavement Marker Type 2 5 HUND $ $
A50. 8-10SP Traffic Separator, White 17 EA $ $
A51. 8-10SP Traffic Separator, White 11 EA $ $
A52. 8-12SP Black Polyvinyl Coated 4FT Chainlink Fence 413 LF $ $
A53. 8-12SP Privacy Fence 6FT Wooden 97 LF $ $
A54. 8-13 Monument Case and Cover 2 EA $ $
A55. 8-14 Cement Conc. Sidewalk 1195 SY $ $
A56. 8-14 Cement Conc. Curb Ramp Type Perpendicular A 2 EA $ $
A57. 8-14 Cement Conc. Curb Ramp Type Perpendicular B 4 EA $ $
A58. 8-14 Cement Conc. Curb Ramp Type Bike 2 EA $ $
A59. 8-14 Detectable Warning Surface 107 SF $ $
A60. 8-14SP Tactile Directional Indicator 24 SF $ $
A61. 8-20SP Traffic Signal System Modification - S 7th St &
Shattuck Ave S
1 LS $ $
A62. 8-20 Illumination System, Complete 1 LS $ $
A63. 8-20 Conduit Pipe 3 In. Diam. 2266 LF $ $
PROPOSAL (BID SCHEDULE A - South 7th Street, Shattuck to Burnett)
South 7th Street Corridor Improvements
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
Note: Unit prices for all items, all extensions, and total amount of Bid shall be shown. Enter unit prices in
numerical figures only in dollars and cents, i.e. to two (2) decimal places (including for whole dollar
amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be
rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for
any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Contract Documents (Addendum No. 2) Page 16
South 7th Street Corridor Improvements September 2024
Item
No.
Spec.
Section Description Quantity Unit Unit Price* Amount
A64. 8-21 Permanent Signing 1 LS $ $
A65. 8-21SP Remove Private Sign 1 LS $ $
A66. 8-22SP Remove Pavement Markings 1 LS $ $
A67. 8-22SP Plastic Bike Dot 9 EA $ $
A68. 8-22 Plastic Traffic Arrow 4 EA $ $
A69. 8-22 Plastic Speed Bump Symbol 2 EA $ $
A70. 8-22 Plastic Stop Line 66 LF $ $
A71. 8-22 Plastic Crosswalk Line 932 SF $ $
A72. 8-22SP MMA Profiled Line 3554 LF $ $
A73. 8-22SP MMA Profiled Wide Line 97 LF $ $
A74. 8-22SP MMA Crosshatch Marking 54 LF $ $
A75. 8-22SP MMA Crosswalk Line (Green) 875 SF $ $
Total Schedule A (South 7th Street, Shattuck to Burnett)* $ _____________________
* All applicable sales tax shall be included in the unit and lump sum Bid price per Section 1-07.2(1) and
WAC 458-20-171.
PROPOSAL (BID SCHEDULE B - South 7th Street, Oakesdale to west of Shattuck)
South 7th Street Corridor Improvements
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
Note: Unit prices for all items, all extensions, and total amount of Bid shall be shown. Enter unit prices in
numerical figures only in dollars and cents, i.e. to two (2) decimal places (including for whole dollar
amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be
rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for
any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Contract Documents Page 17
South 7th Street Corridor Improvements – Addendum No. 2 September 2024
Item
No.
Spec.
Section Description Quantity Unit Unit Price* Amount
B1. 1-05 Roadway Surveying 1 LS $ $
B2. 1-05 ADA Features Surveying 1 LS $ $
B3. 1-09 Mobilization 1 LS $ $
B4. 1-10 Work Zone Safety Contingency 1 FA $10,000 $10,000
B5. 1-10 Pedestrian Traffic Control 1 LS $ $
B6. 1-10 Flaggers 360 HR $ $
B7. 1-10 Other Traffic Control Labor 180 HR $ $
B8. 1-10 Other Temporary Traffic Control Devices 1 LS $ $
B9. 1-10 Uniformed Police Officer 72 HR $ $
B10. 2-02 Removal of Structures and Obstructions 1 LS $ $
B11. 2-02SP Sawcutting 636 IN-FT $ $
B12. 4-04 Crushed Surfacing Top Course 13 TON $ $
B13. 5-04SP HMA CL 1/2” , PG 64-22" 8 TON $ $
B14. 5-04 Planing Bituminous Pavement 34 SY $ $
B15. 7-05SP Adjust Manhole (Slip-Resistant Lid) 12 EA $ $
B16. 7-05SP Utility Lid Only 5 EA $ $
B17. 8-01 Erosion Control and Water Pollution Prevention 1 LS $ $
B18. 8-01 Inlet Protection 2 EA $ $
B19. 8-02 Seeding & Mulching 34 SY $ $
B20. 8-02 Topsoil, Type A 34 SY $ $
B21. 8-04 Cement Conc. Traffic Curb and Gutter 46 LF $ $
PROPOSAL (BID SCHEDULE B - South 7th Street, Oakesdale to west of Shattuck)
South 7th Street Corridor Improvements
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
Note: Unit prices for all items, all extensions, and total amount of Bid shall be shown. Enter unit prices in
numerical figures only in dollars and cents, i.e. to two (2) decimal places (including for whole dollar
amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be
rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for
any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Contract Documents Page 18
South 7th Street Corridor Improvements – Addendum No. 2 September 2024
Item
No.
Spec.
Section Description Quantity Unit Unit Price* Amount
B22. 8-04 Cement Conc. Pedestrian Curb 36 LF $ $
B23. 8-04 Extruded Curb 101 LF $ $
B24. 8-14 Detectable Warning Surface 36 SF $ $
B25. 8-14 Cement Conc. Sidewalk 19 SY $ $
B26. 8-14 Cement Conc. Curb Ramp Type Combination 1 EA $ $
B27. 8-14 Cement Conc. Curb Ramp Type Perpendicular
Type B
1 EA $ $
B28. 8-20 Traffic Signal System Modification:
SW 7th St & Lind Ave SW
1 LS $ $
B29. 8-20 Traffic Signal System Modification:
SW 7th St & Hardie Ave SW
1 LS $ $
B30. 8-20 Traffic Signal System Modification:
S 7th St & Rainier Ave S
1 LS $ $
B31. 8-20SP RRFB System, Complete - SW 7th St 1 EA $ $
B32. 8-21 Permanent Signing 1 LS $ $
B33. 8-22SP Remove Pavement Markings 1 LS $ $
B34. 8-22 Plastic Stop Line 44 LF $ $
B35. 8-22 Plastic Crosswalk Line 160 SF $ $
B36. 8-22SP Plastic Shared Lane Marking 40 EA $ $
B37. 8-22SP Plastic Bicycle Detection Marking 2 EA $ $
Total Schedule B (South 7th Street, Oakesdale to west of Shattuck)* $ _____________________
* All applicable sales tax shall be included in the unit and lump sum Bid price per Section 1-07.2(1) and
WAC 458-20-171.
PROPOSAL (BID SCHEDULE C - South 7th Street 21” Clay Pipe Abandonment)
South 7th Street Corridor Improvements
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
Note: Unit prices for all items, all extensions, and total amount of Bid shall be shown. Enter unit prices in
numerical figures only in dollars and cents, i.e. to two (2) decimal places (including for whole dollar
amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be
rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for
any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Contract Documents Page 18A
South 7th Street Corridor Improvements – Addendum No. 2 September 2024
Item
No.
Spec.
Section Description Quantity Unit Unit Price* Amount
C1. 7-04SP Abandonment of Existing 21” Clay Pipe in place 467 LF $ $
C2. 7-04SP Compaction of pipe Abandonment 467 LF $ $
C3. 7-04SP Ductile Iron Pipe, 6 In. Diam. 6 LF $ $
C4. 7-04 Solid Wall PVC Storm Sewer Pipe 6 In. Diam. 7 LF $ $
C5. 7-05 Abandon Existing Manhole 2 EA $ $
C6. 7-05SP Inserta Tee OneFit 2 EA $ $
Total Schedule C (South 7th Street 21” Clay Pipe Abandonment)* $ _____________________
* All applicable sales tax shall be included in the unit and lump sum Bid price per Section 1-07.2(1) and
WAC 458-20-171.
Summary:
Total Schedule A brought forward = $ ________________________
Total Schedule B brought forward = $ ________________________
Total Schedule C brought forward = $ ________________________
Total Bid Amount, Schedules A, B, C = $ ________________________
Note: Determination of low bidder will be based solely on the “Total Bid”
COV
01
COVER SHEET
SHEET
OF
87
SHEETS
DESIGNED BY
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
SOUTH 7TH STREET
CORRIDOR IMPROVEMENTSDRAWN BY
REVIEWED BY
DATE REVISION BY DATE
20119219
K R I S T E N B. CAS
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SUBMITTALBID
CITY OF RENTON AUGUST 2024
Public Works Dept.
CITY OF RENTON
APPROVED FOR CONSTRUCTION
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
05/03/2024
KBC
05/03/2024
05/03/2024
JK
KBC
VICINITY MAP
NTS
SHEET INDEX
SHEET NUMBER DRAWING REFERENCE DESCRIPTION
01 COV COVER SHEET (THIS SHEET)
02 LG LEGEND
03 NT NOTES
04 - 08 SV01 - SV05 SURVEY CONTROL
09 - 10 AL01 - AL02 ALIGNMENT CONTROL
11 - 15 DM01 - DM05 DEMO & TESC PLAN
16 DM06 DEMO & TESC DETAILS
17 RS01 ROADWAY SECTIONS
18 - 20 PV01 - PV03 PAVING PLAN
21 - 26 PP01 - PP06 PAVING PROFILES
27 DWP01 DRIVEWAY PROFILES
28 - 35 PVD01 - PVD08 PAVING DETAILS
36 - 38 SD01 - SD03 STORM DRAIN PLAN
39 SD04 STORM DRAIN PROFILES
40 - 42, 42A, 42B SD05 - SD09 STORM DRAIN DETAILS
43 - 45 LP01 - LP03 PLANTING PLAN
46 LP04 PLANTING DETAILS
47 - 49 LI01 - LI03 IRRIGATION PLAN
50 - 52 LI04 - LI06 IRRIGATION DETAILS
53 - 61 CH01 - CH09 CHANNELIZATION AND SIGNING PLAN
62 - 65 EL01 - EL04 RRFB PLAN
66 - 70 SG01 - SG05 SIGNAL PLAN
71 - 76 IL01 - IL06 ILLUMINATION PLAN
77 - 84 TC01 - TC08 TRAFFIC CONTROL PLAN
85 - 87 TCD01 - TCD03 TRAFFIC CONTROL DETAILS
SOUTH 7TH STREET
CORRIDOR IMPROVEMENTS
CITY PROJECT # CAG-24-109
FEDERAL AID # CRPUL-CM 1292 (003)
TIB # P-P-102(P03)-1
PROJECT DESCRIPTION
BETWEEN SHATTUCK AND BURNETT AVE S,
INSTALL A NORTH-SIDE SIDEWALK WITH PLANTER
STRIP, AND TWO-WAY PROTECTED BIKE LANES
WITH BUFFER. INSTALL NON-MOTORIZED
IMPROVEMENTS AT MULTIPLE INTERSECTIONS
ALONG THE CORRIDOR FROM BURNETT AVE S TO
OAKESDALE AVE SW, INCLUDING BICYCLIST
PUSH-BUTTON ACTIVATION, GREEN BIKE LANES
THROUGH CONFLICT/CROSSING ZONES.
PAVEMENT MARKINGS AND DELINEATION, AND AN
UPGRADED CROSSWALK FLASHING BEACON.
PROJECT
LOCATION
SW 7TH ST
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RENTON
A
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S
CITY OF RENTON
1055 S GRADY WAY
RENTON, WA 98057
MAYOR
ARMONDO PAVONE
CITY COUNCIL
VALERIE O'HALLORAN
JAMES ALBERSON JR.
RYAN MCIRVIN
RUTH PÉREZ
ED PRINCE
CARMEN RIVERA
KIM-KHÁNH VĂN
GENERAL BID INFORMATION
BUILDERS EXCHANGE OF WASHINGTON, INC.
(425) 258-1303
www.bxwa.com
CITY CONTACT
KEITH WOOLLEY
(425) 430-7318
kwoolley@rentonwa.gov
CONSULTANT CONTACT
BRETT SCHOCK PE, AICP, RSP2i
TRANSPO GROUP
12131 113TH AVE NE #203
KIRKLAND, WA 98034
(425) 896-5229
brett.schock@transpogroup.com
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
09/20/24
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
36
89
SD-01
STORM DRAINAGE PLAN
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
37
89
SD-02
STORM DRAINAGE PLAN
1
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
38
89
SD-03
STORM DRAINAGE PLAN
STORM ALIGNMENT A STORM ALIGNMENT B STORM ALIGNMENT C STORM ALIGNMENT D STORM ALIGNMENT E
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
39
89
SD-04
STORM DRAINAGE PROFILES
STORM ALIGNMENT F STORM ALIGNMENT G STORM ALIGNMENT H
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
40
89
SD-05
STORM DRAINAGE PROFILES
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
41
89
SD-06
STORM DRAINAGE NOTES
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
42
89
SD-07
STORM DRAINAGE DETAILS
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
43
89
SD-08
STORM DRAINAGE DETAILS 42A
SHEET
OF
SHEETS
DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP
DRAWN BY
REVIEWED BY
DATE
11/3/23
REVISION BY DATE
CITY OF RENTON NOVEMBER 2023
DN
JJ
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR BID
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
REMOVE 21" EXISTING PIPE 9/18/24JJ
11/3/23
11/3/23
44
89
SD-09
STORM DRAINAGE DETAILS 42B
SHEET
OF
87
SHEETS
DESIGNED BY
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
SOUTH 7TH STREET
CORRIDOR IMPROVEMENTSDRAWN BY
REVIEWED BY
DATE REVISION BY DATE
SUBMITTALBID
CITY OF RENTON AUGUST 2024
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR CONSTRUCTION
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
20111183
T U A N V A N NG
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05/03/2024
05/03/2024
TK
TK
TVN
TK 09/20/2024RRFB DETAILS REVISION
09/20/2024
DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL
RIGHT-OF-WAY
CONDUIT
CONSTRUCTION NOTE
SIGNAL POLE CONSTRUCTION NOTE
WIRE NOTE
SIGN NOTE
SIGNAL/LUMINAIRE POLE
SIGNAL MAST ARM
TYPE PS/TYPE 1 SIGNAL STANDARD
PEDESTRIAN PUSHBUTTON POST
VEHICLE SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD
PEDESTRIAN PUSHBUTTON
EMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTOR
WIRELESS ANTENNA
MAST ARM MOUNTED SIGN
TRAFFIC SIGNAL CONTROLLER CABINET
ELECTRICAL SERVICE CABINET
JUNCTION BOX, TYPE 1
JUNCTION BOX, TYPE 2
JUNCTION BOX, TYPE 8
25-TA VAULT
LUMINAIRE AND LUMINAIRE ARM
HYBRID RADAR/VIDEO DETECTION CAMERA
AXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERA
RADAR/VIDEO DETECTION ZONE
LEGEND
SHEET
OF
87
SHEETS
DESIGNED BY
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
SOUTH 7TH STREET
CORRIDOR IMPROVEMENTSDRAWN BY
REVIEWED BY
DATE REVISION BY DATE
SUBMITTALBID
CITY OF RENTON AUGUST 2024
Public Works Dept.
CITY OF RENTON
APPROVED FOR CONSTRUCTION
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
20111183
T U A N V A N NG
U
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SSIONAL E N GI N EER
R
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STA T E O F WASHIN
GT
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05/03/2024
05/03/2024
05/03/2024
TK
TK
TVN
1.ALL WORK SHALL BE IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD
PLANS AND SPECIFICATIONS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD), AND THE CONTRACT.
2.A COPY OF THE APPROVED PLANS SHALL BE ON-SITE DURING CONSTRUCTION.
3.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE OBTAINED
BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4.AS A PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT
THERE ARE NO CONFLICTS WITH OVERHEAD POWER/COMMUNICATIONS LINES OR
SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED
CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED
ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL
POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NO CONFLICTS WITH
SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS
A MINIMUM 10-FOOT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE
PROPOSED TRAFFIC SIGNAL EQUIPMENT, AND THAT NO OVERHEAD COMMUNICATIONS
LINES WILL OBSTRUCT THE VISIBILITY OF THE TRAFFIC SIGNAL INDICATIONS, PRIOR TO
CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY.
THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS
DISCOVERED.
5.PER CHAPTER 49.17 OF THE RCW AND TITLE 296 OF THE WAC, THE CONTRACTOR IS
REQUIRED TO ENSURE SAFETY WHILE INSTALLING TRAFFIC SIGNAL SYSTEMS UNDER
POWER LINES. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC SERVICE
PROVIDER (SUCH AS PUGET SOUND ENERGY) TO DETERMINE INSTALLATION METHOD PRIOR
TO WORK TAKING PLACE. IF LINES CAN NOT BE DE-ENERGIZED, A COMPANY WITH THE
APPROPRIATE CERTIFICATION (SUCH AS POTELCO) IS REQUIRED TO STAND UP SIGNAL
POLES AND PERFORM OTHER ELECTRICAL WORK UNDER THE DRIP LINE OF THE OVERHEAD
UTILITY LINES. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE CITY AND
UTILITY TO ENSURE ALL APPLICABLE SAFETY STANDARDS ARE FOLLOWED.
6.THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION START.
7.UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE
CONTRACTOR PRIOR TO ANY SIGNAL WORK. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL
UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD
UTILITY LINES. LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES
OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 OF THE RCW. PRIOR TO
STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL (811) FOR UTILITY LOCATIONS.
8.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE
CONTRACTOR SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE
PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES.
9.JUNCTION BOX AND CONDUIT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES.
ACTUAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AND
VERIFIED BY THE ENGINEER/INSPECTOR PRIOR TO INSTALLATION. COINCIDENT CONDUITS
MAY OCCUPY THE SAME TRENCH.
10.NEW PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE LED WITH Z CRATE VISORS.
HOUSING SHALL BE FACTORY PAINTED FEDERAL GREEN. ALL PEDESTRIAN SIGNAL HEAD
MOUNTS SHALL BE TYPE C OR TYPE D ON TYPE PS SIGNAL STANDARDS, AND TYPE E FOR
SIDE MOUNT FOR TYPE I, II, AND III SIGNAL STANDARDS PER WSDOT STANDARD PLAN
J-75.10, UNLESS OTHERWISE NOTED.
11.NEW PEDESTRIAN PUSHBUTTONS SHALL BE ACCESSIBLE PEDESTRIAN SIGNAL (APS) TYPE
AND MEET THE MUTCD AND PROWAG.
12.ALL NEW SPARE/EMPTY CONDUIT SHALL CONTAIN ELECTRICALLY DETECTABLE PULL TAPE
AND BE MARKED AS "CITY OF RENTON" CONDUIT.
13.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER. PRIOR TO
EXCAVATION, THE CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCES OF
16FT-6IN BETWEEN ALL SIGNAL HEADS/SIGNS/APPURTENANCES AND THE ROADWAY PRIOR
TO POURING THE FOUNDATION.
14.ALL NEW CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION
BOX AND CABINET.
15.EXISTING CONDUCTORS LISTED IN THE WIRING SCHEDULE ARE FOR REFERENCE ONLY.
CONTRACTOR SHALL CONFIRM CONDUIT CONTENTS IN THE FIELD.
16.ALL VEHICLE SIGNAL HEADS, PEDESTRIAN SIGNAL HEADS, AND PEDESTRIAN PUSHBUTTON
ASSEMBLIES SHALL BE SECURELY COVERED WHILE NOT IN OPERATION.
17.DIMENSIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY
THE CONTRACTOR.
18.FOUNDATIONS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 2-02.3(1) OF THE
STANDARD SPECIFICATIONS.
19.LUMINAIRE WIRING SHALL BE PER CITY OF RENTON STANDARD DRAWING 119.
20.REFER TO WSDOT STANDARD PLAN J-75.30 FOR ADDITIONAL TRAFFIC SIGNAL DETAILS.
1.ALL DETECTION ZONES SHALL BE LOCATED IN THE CENTER OF THE TRAVEL LANE.
2.FILTER DETECTION ZONES SHALL BE LOCATED 4' ON-CENTER BACK FROM THE STOP LINE,
UNLESS OTHERWISE NOTED.
3.NOT ALL EXISTING DETECTION ZONES SHOWN. ALL EXISTING DETECTION ZONES SHALL BE
MAINTAINED, UNLESS OTHERWISE NOTED.
4.ADVANCE THRU-LANE DETECTION ZONES SHALL BE LOCATED PER THE DIRECTION OF THE
CITY OF RENTON TRAFFIC SIGNAL STAFF.
TRAFFIC SIGNAL GENERAL NOTES
DETECTION NOTES
YIELD
LEFT TURN
ON GREEN
ONLY
YIELD
LEFT TURN
ON FLASHING
YELLOW
ONLY
Shattuck Ave S S 7th St
SIGN LEGEND
EX. TO REMAIN EX. TO REMAIN
EX. TO REMAINEX. TO REMAIN
EX. TO REMAIN EX. TO REMAIN
POLE NO. 13
POLE NO. 7
POLE NO. 6
TRAFFIC SIGNAL FIELD WIRING TERMINATIONS
(SHATTUCK AVE AND S 7TH ST ONLY)
1.NOT ALL WIRING SHOWN.
EXISTING WIRING NOT
SHOWN SHALL REMAIN AS-IS.
TERMINATION NOTES
POLE NO. 2
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SHEET
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SHEETS
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12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
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SOUTH 7TH STREET
CORRIDOR IMPROVEMENTSDRAWN BY
REVIEWED BY
DATE REVISION BY DATE
SUBMITTALBID
CITY OF RENTON AUGUST 2024
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR CONSTRUCTION
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
20111183
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S 7TH ST
SH
A
T
T
U
C
K
A
V
E
S
CONSTRUCTION NOTES
MAINTAIN AND PROTECT EXISTING TYPE SD DOUBLE MAST ARM TRAFFIC SIGNAL POLE, FOUNDATION, AND ALL APPURTENANCES. DISCONNECT EXISTING PEDESTRIAN SIGNAL HEAD FROM EXISTING POLE AND
REINSTALL IN NEW ORIENTATION ON EXISTING POLE. RE-USE EXISTING FIELD WIRING.
MAINTAIN AND PROTECT EXISTING TYPE SD DOUBLE MAST ARM TRAFFIC SIGNAL POLE, FOUNDATION, AND ALL APPURTENANCES.
MAINTAIN AND PROTECT EXISTING LUMINAIRE POLE, FOUNDATION, PEDESTRIAN SIGNAL HEADS, AND ALL APPURTENANCES.
MAINTAIN AND PROTECT EXISTING PEDESTRIAN PUSHBUTTON POST, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES.
MAINTAIN AND PROTECT EXISTING TYPE PS SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES.
REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON AND ALL APPURTENANCES FOR RELOCATION. REMOVE EXISTING FOUNDATION BY A METHOD AS APPROVED
BY THE CITY OF RENTON. CONSTRUCT NEW TYPE PS SIGNAL FOUNDATION IN ACCORDANCE WITH WSDOT STANDARD PLAN J-21.10-04. INSTALL RELOCATED TYPE PS PEDESTRIAN SIGNAL POLE, PEDESTRIAN
SIGNAL HEAD, PUSHBUTTON, AND ALL APPURTENANCES ON NEW FOUNDATION LOCATION.
CONSTRUCT NEW STREET LIGHT POLE FOUNDATION IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 117.1 AND 117.3. INSTALL NEW STREET LIGHT POLE, LUMINAIRE, PEDESTRIAN SIGNAL HEAD, AND
ALL APPURTENANCES ON NEW FOUNDATION LOCATION. LUMINAIRE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 119.
MAINTAIN AND PROTECT EXISTING TYPE PS SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES.
MAINTAIN AND PROTECT EXISTING PEDESTRIAN PUSHBUTTON POST, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES.
MAINTAIN AND PROTECT EXISTING TYPE PS SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES.
REMOVE EXISTING PEDESTRIAN PUSHBUTTON POST AND ALL APPURTENANCES FOR RELOCATION. SALVAGE EXISTING PEDESTRIAN PUSHBUTTON BACK TO THE CITY OF RENTON. REMOVE EXISTING
FOUNDATION BY A METHOD AS APPROVED BY THE CITY OF RENTON. CONSTRUCT NEW PEDESTRIAN PUSHBUTTON POST FOUNDATION IN ACCORDANCE WITH WSDOT STANDARD PLAN J-20.10-05. INSTALL
RELOCATED PEDESTRIAN PUSHBUTTON POST AND ALL APPURTENANCES ON NEW FOUNDATION LOCATION. INSTALL NEW PEDESTRIAN PUSHBUTTON ON POST.
MAINTAIN AND PROTECT EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. TERMINATE NEW PEDESTRIAN SIGNAL HEAD 28 AND ASSOCIATED PEDESTRIAN PUSHBUTTON WITHIN EXISTING TRAFFIC SIGNAL
CONTROLLER CABINET.
MAINTAIN AND PROTECT EXISTING JUNCTION BOX.
MAINTAIN AND PROTECT EXISTING JUNCTION BOX. ADJUST LID AND FRAME TO MATCH FINAL GRADE.
MAINTAIN AND PROTECT EXISTING CABLE VAULT.
INTERCEPT EXISTING CONDUIT WITH NEW CONDUIT, LIKE SIZE AND KIND. PULL BACK EXISTING CONDUCTOR(S) TO NEAREST JUNCTION BOX. RE-ROUTE EXISTING CONDUCTOR THROUGH EXISTING AND NEW
CONDUIT PATHWAY. RE-TERMINATE EXISTING CONDUCTOR(S) ON POLE.
INTERCEPT EXISTING CONDUIT WITH NEW CONDUIT, LIKE SIZE AND KIND. PULL BACK EXISTING CONDUCTOR(S) TO EXISTING TRAFFIC SIGNAL CONTROLLER CABINET AND NEAREST ILLUMINATION SPLICE POINT.
RE-ROUTE NEW CONDUCTOR(S) THROUGH EXISTING AND NEW CONDUIT PATHWAY.
RECONFIGURE VIDEO/RADAR DETECTION ZONE WITHIN CONTROLLER CABINET PER CITY OF RENTON DIRECTION.
INTERCEPT EXISTING CONDUIT. PULL BACK EXISTING CONDUCTOR TO CONTROLLER CABINET. RE-ROUTE NEW CONDUCTOR THROUGH EXISTING AND NEW CONDUIT PATHWAY. RE-TERMINATE NEW
CONDUCTOR.
INSTALL CURRUX VISION VIDEO DETECTION PROCESSOR UNIT AND ASSOCIATED EQUIPMENT OR APPROVED EQUAL WITHIN EXISTING CONTROLLER CABINET PER MANUFACTURER'S RECOMMENDATION AND
CITY OF RENTON'S DIRECTION.
INSTALL AXIS MULTISENSOR M4318-PLVE PANORAMIC VIDEO DETECTION CAMERA OR APPROVED EQUAL ON EXISTING MAST ARM. MOUNT CAMERA TO EXISTING MAST ARM PER MANUFACTURER'S
RECOMMENDATION AND CITY OF RENTON'S DIRECTION.
REMOVE AND SALVAGE EXISTING STREET LIGHTING POLE, LUMINAIRE, PEDESTRIAN SIGNAL HEAD, AND ALL APPURTENANCES BACK TO THE CITY OF RENTON. REMOVE EXISTING FOUNDATION BY A METHOD AS
APPROVED BY THE CITY OF RENTON.
Ø1 Ø2 Ø3 Ø4
Ø5 Ø6 Ø7 Ø8
EXISTING TRAFFIC SIGNAL PHASE
SEQUENCE DIAGRAM
SIGNAL HEAD ASSIGNMENT
PRE-EMPTION
SCHEDULE
NOTES
1.SEE SHEET SG01 FOR TRAFFIC SIGNAL GENERAL NOTES, SIGN
LEGEND, WIRING TERMINATIONS, AND LEGEND.
2.SEE SHEET SG03 FOR TRAFFIC SIGNAL POLE CHART.
3.SEE SHEET SG05 FOR TRAFFIC SIGNAL DETAILS.
4.SEE SHEETS IL03 THROUGH IL05 FOR ILLUMINATION DETAILS.
TK 09/18/2024LUMINAIRE REVISION
09/18/2024
SHEET
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12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
SOUTH 7TH STREET
CORRIDOR IMPROVEMENTSDRAWN BY
REVIEWED BY
DATE REVISION BY DATE
SUBMITTALBID
CITY OF RENTON AUGUST 2024
SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M.
Public Works Dept.
CITY OF RENTON
APPROVED FOR CONSTRUCTION
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
20111183
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TYPE II, III
SIGNAL STANDARD
10'
12'
8'
6'
14'
16'
19.8
O
F
F
S
E
T
L
I
N
E
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
26.4
39.6
52.8
46.2
b
c
e
1' - 0" MIN. TO 2' - 6" MAX.
FROM POLE CENTERLINE
TO SIGN EDGE
33.0
FOR POST MOUNTED SIGNS
THERE SHALL BE 2' - 0" MIN.
FROM THE FACE OF THE
CURB OR THE EDGE OF
THE SHOULDER
TO THE EDGE OF THE SIGN
ALL HANDHOLES AT 180°
FROM E1
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE FROM
OFFSET LINE TO POLE
ORIENTATION LINE
(E1 ATTACHMENT POINT)
TYPE E MOUNTS SHALL BE USED FOR
PEDESTRIAN DISPLAYS ON TYPE II OR III
SIGNAL STANDARDS, WITH THE FOLLOWING
EXCEPTION: PEDESTRIAN DISPLAYS
MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL
STANDARDS AT AN ANGLE OTHER THAN
A 45 DEGREE INCREMENT SHALL USE A TYPE
A MOUNT FOR TWO PEDESTRIAN
DISPLAYS, OR A TYPE B MOUNT FOR A
SINGLE PEDESTRIAN DISPLAY.
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL
3' - 6"
MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN
PUSH BUTTON
MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART.
FOR TYPE N MOUNTS ONLY, DRILL 1" DIA. HOLE IN MASTARM AND INSTALL
PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM
VALUES LISTED HERE:
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
ATTACHMENT
POINT
LUMINAIRE MASTARM
X Y Z (ft³)
mastarm
LENGTH X Y Z (ft³)
STANDARD
TYPE
STANDARD PLAN REFERENCES
POLE FOUNDATION ELECTRICAL
PPB
FIXED
BREAKAWAY
PPB
PS
I
II, III, SD N/A
J-20.10
J-20.15
J-21.15
J-20.16
J-20.10
J-20.15
J-21.10
J-21.10
J-26.10,
J-26.15
CURBSTANDARD
J-
2
0
.
1
1
N/A
J-20.10
J-20.15
J-20.20
J-21.20
N/A
a.VEHICLE DISPLAY
b.VIDEO DETECTION CAMERA
c.STREET NAME SIGN
d.PRE-EMT DETECTOR AND INDICATOR LIGHT
e.POST MOUNTED SIGN
f.LUMINAIRE
g.PEDESTRIAN DISPLAY
h.CABINET
i.PPB-M
j.HANDHOLE
k.SIGNAL SIGN
l.AXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERA
m.WIRELESS ACCESS ANTENNA
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF
GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS
THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE)
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.
ANCHOR BOLT PLATE
LOCATION STATION
R
O
A
D
W
A
Y
℄
270°
180°
90°
0°
E1
90
°
E1 ℄
E2
9
0
°
E2
℄
gg g g G
a
G
8'
-
0
"
8'
-
0
"
10
'
-
0
"
iii
SIGN HEIGHT
3.0 FT
3.0 FT
N/A 3.0 FT
N/A
N/A
WIDTH
36.0 SQ. FT.
7.5 SQ. FT.
AREA
15.0 SQ. FT.
1
LEGEND
NOTE:
6
6 6 6
7 5
II II
3
4
EXAMPLE
SRXXX, MP XXX.XX
MANUFACTURER
APPROVED DWG. XXXXXX
STD. NO. XX
STATE ROUTE AND
MILE POST NO.
FAB. X/XX/XXXX
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB12345
FAB. 6/14/2002
TAG NOTES:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
- POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
- SIGNAL AND LUMINAIRE MASTARM (TYPE II & III) - LOCATED WITHIN 6" OF THE
LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSSED.
SIGNAL STANDARD NO.
APPROVED DRAWING NO.
FABRICATION DATE
MOUNT PER
MANUFACTURER'S
RECOMMENDATION
8
³³³
℄²
g g
h
i i
a
OR
e
j
EE
FF
GG
H H
I I
B7
B8
a
B6
a
B3
a
B1
a
B2
k
m
B9
d
B5
85°
D
C
D
f
10
'
-
1
2
"
8'
-
0
"
12
'
-
0
"
A1
A2
j
H
i i
h
H
II
ELEVATION IS TO
TOP OF FOUNDATION
CURB OR EDGE OF SHOULDERROADWAY
LIMITS OF VERTICAL CLEARANCE
B4A
b
APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING
THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD
SEE STANDARD PLAN J-26.10
FOR FOUNDATION INFORMATION.
B10
k
NOTESSIGNAL STANDARD IDENTIFICATION TAG DETAIL
B4B
l
1 2 1 18
11 2
2
8
2
2
8
2
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+
0
0
20
1
+
0
0
DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL
RIGHT-OF-WAY
CONDUIT
CONSTRUCTION NOTE
WIRE NOTE
LUMINAIRE POLE NOTE
LUMINAIRE POLE
ROADWAY LUMINAIRE
PEDESTRIAN LUMIANIRE
JUNCTION BOX, TYPE 1
JUNCTION BOX, TYPE 2
JUNCTION BOX, TYPE 8
ELECTRICAL SERVICE CABINET
LUMINAIRE AND JUNCTION BOX CONCRETE PAD
IRRIGATION CONTROLLER CABINET
LEGEND
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12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
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SOUTH 7TH STREET
CORRIDOR IMPROVEMENTSDRAWN BY
REVIEWED BY
DATE REVISION BY DATE
SUBMITTALBID
CITY OF RENTON AUGUST 2024
Public Works Dept.
CITY OF RENTON
APPROVED FOR CONSTRUCTION
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
20111183
T U A N V A N NG
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SSIONAL E N GI N EER
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05/03/2024
ILLUMINATION GENERAL NOTES
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND
SPECIFICATIONS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD
PLANS AND SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND
THE CONTRACT.
2.THE CONTRACTOR SHALL FIELD VERIFY AND STAKE FINAL LOCATIONS OF ALL PROPOSED POLES AND
FOUNDATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. ALL PROPOSED POLES AND
FOUNDATIONS SHALL BE LOCATED WITHIN RIGHT-OF-WAY.
3.AS A PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE
NO CONFLICTS WITH OVERHEAD POWER/COMMUNICATIONS LINES OR SUBSURFACE UTILITIES.
HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO
IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER
OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE
ARE NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM
THAT THERE IS A MINIMUM 10-FOOT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND
THE PROPOSED ILLUMINATION EQUIPMENT, PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY
BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER
IMMEDIATELY IF A CONFLICT IS DISCOVERED.
4.SEE PAVEMENT MARKING, SIGNING, PAVING, AND CURB RAMP PLANS FOR FURTHER DETAILS.
5.THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE
APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING
ELECTRICAL WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN.
6.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL
CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH
ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND
SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE
AFFECTED UTILITY AGENCY.
7.POLE FOUNDATION LOCATIONS SHALL BE STAKED IN THE FIELD, POTHOLED TO VERIFY NO POTENTIAL
UTILITY CONFLICTS EXIST, AND APPROVED BY THE ENGINEER PRIOR TO EXCAVATION.
8.THE CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE BETWEEN ANY OVERHEAD
POWER AND COMMUNICATION LINES PRIOR TO PLACING FOUNDATIONS.
9.LUMINAIRE STANDARD DECAL NUMBERING SYSTEM SHALL BE IN ACCORDANCE WITH CITY OF RENTON
STANDARD PLAN 121.
10.THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE
GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS
WITH THE ENGINEER PRIOR TO INSTALLATION.
11.LUMIANIRE ELECTRICAL WIRING SYSTEM SHALL BE IN ACCORDANCE WITH CITY OF RENTON
STANDARD PLAN 119.
12.SEE LANDSCAPING PLANS FOR IRRIGATION CONTROLLER DETAILS.
13.SEE CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES.
14.FUSE KIT AND SPLICE KIT SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN J013.
15.THE CONTRACTOR SHALL SUBMIT ALL MATERIAL CUT SHEETS TO THE ENGINEER AND CITY FOR
APPROVAL PRIOR TO ORDERING AND INSTALLATION.
CONSTRUCTION NOTES
CONSTRUCT FOUNDATION AND INSTALL DECORATIVE LUMINAIRE POLE WITH DECORATIVE LUMINAIRES IN ACCORDANCE WITH THE POLE
SCHEDULE AND CITY OF RENTON STANDARD PLANS 117.1 AND 117.3.
INSTALL TYPE 2 JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10-04 AND CITY OF RENTON STANDARD PLAN 120.
CONSTRUCT FOUNDATION AND INSTALL ELECTRICAL SERVICE CABINET IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 122.1, 122.2,
126.1, AND 126.2. DOORS OPEN TO THE SOUTH.
INSTALL LUMINAIRE AND JUNCTION BOX CONCRETE PAD IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 120.
COORDINATE WITH CITY OF RENTON AND ELECTRICAL POWER SERVICE PROVIDER FOR FINAL POWER SOURCE CONNECTION.
INSTALL TYPE 1 JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10-04 AND CITY OF RENTON STANDARD PLAN 120.
INSTALL TYPE 8 JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.30-04.
BU
R
N
E
T
T
A
V
E
S
TA
L
B
O
T
R
D
S
S 7TH ST
SEE NOTE 12
TK
TK
TVN
CIRCUIT DIAGRAM
NOT TO SCALE
1A
1B
IRRIGATION POWER SUPPLY CIRCUIT C
ILLUMINATION CIRCUIT B
ILLUMINATION CIRCUIT A
SERVICE
CABINET
2A
2B
ILLUMINATION CIRCUIT A
ILLUMINATION CIRCUIT B
IRRIGATION POWER SUPPLY CIRCUIT C
LEGEND
TK05/03/2024 09/12/2024STANDARD PLAN REVISION
09/12/2024
SHEET
OF
87
SHEETS
DESIGNED BY
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
SOUTH 7TH STREET
CORRIDOR IMPROVEMENTSDRAWN BY
REVIEWED BY
DATE REVISION BY DATE
SUBMITTALBID
CITY OF RENTON AUGUST 2024
Public Works Dept.
CITY OF RENTON
APPROVED FOR CONSTRUCTION
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
20111183
T U A N V A N NG
U
Y
E
N
P
R
O
F
E
SSIONAL E N GI N EER
R
EGIST E R E D
STA T E O F WASHIN
GT
O
N
05/03/2024
05/03/2024
05/03/2024
TK
TK
TVN
TK 09/12/2024STANDARD PLAN REVISION
09/12/2024
SHEET
OF
87
SHEETS
DESIGNED BY
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
SOUTH 7TH STREET
CORRIDOR IMPROVEMENTSDRAWN BY
REVIEWED BY
DATE REVISION BY DATE
SUBMITTALBID
CITY OF RENTON AUGUST 2024
Public Works Dept.
CITY OF RENTON
APPROVED FOR CONSTRUCTION
BY _____________________________DATE _____________________________
Know what's below.
Call before you dig.
20111183
T U A N V A N NG
U
Y
E
N
P
R
O
F
E
SSIONAL E N GI N EER
R
EGIST E R E D
STA T E O F WASHIN
GT
O
N
05/03/2024
05/03/2024
05/03/2024
TK
TK
TVN
TKSTANDARD PLAN REVISION 09/12/2024
09/12/2024