Agenda Packet — Redding City Council, September 3, 2024 (part 2 of 2)

with theCity or otherwise secure approval for use of City property for construction of this section
of Shasta View Drive.2)A 16-foot-wide landscape
median, two 12-foot- wide travel lanes, 6-foot-wide paved shoulders symmetrical to the ultimate
centefline, and vertical curb and gutter on the east side. 3)A1 O-foot- wide asphalt pedestrian/ bicycle path with 2- foot-wide compacted base .shoulders on the east side designed to meander within openspace between the curb and Clover Creek. The structural section of the trail shall comply' afth City of Redding Construction Standard 111.0. (This section of trail
will be asubstitute fora
sidewalk along the east side of Shasta View Drive.)Remaining off-site section to Rancho Road:
1) Dedication ofa60-foot-wide right-of-way and any
additional right-of-way necessary totransition into Rancho Road.2)Two 12-fi)ot- wide travel lanes and 6-foot-wide paved shoulders separated by 16 feet for a furore landscape median symmetrical tothe ultimate centerline. Thedesign fora .median
at the intersection with Rancho Road may be adjusted fbr or eliminated as necessary toalign with existing Shasta View Drive nox~ h of Ranch Road.3)Traffic control, striping and signage, mm lanes, and acceleration and deceleration lanes, tie- in paving, and AC overlay toprovide for conformance tothe existing roadway at the intersection of Rancho
Road and Shasta
View Drive. Ultimate intersection geometric as defined inthe Traffic Impact
Study, Figure 6-6, and including 6-foot
bike lanes,
shall be constructed as follows: a) Rancho Road:

One
370-foot eastbound lei't-tm lane (including 904hot bay
Packet Pg. 200 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of Approval Page
8 June 23, 2005
do b) Shasta View: Two 360- foot northbound
left-turn
lanes and 1northbound thru lane.The northbound right mm isshared with the thru lane. One 315-foot
southbound
left-turn lane and 1
southbound thru lane.One 280-foot
southbound right- mm lane. Remaining off-site section to Airport Road:1) Dedication ofa60-
foot right-of-way and any additional right-of-way necessary to transition into Airport Road.2)Two 12-tbot- wide travel lanes and 6-foot- wide paved shoulders separated by 16 feet for a future
landscape median symmetrical to the ultimate centerline. The design foramedian at the intersection with Airport Road may
be adjusted : for or eliminated as necessary to align with the planned street on the opposite side of Airport Road.3)Traffic control, striping and signage, mm lanes, and acceleration and deceleration lanes, tie-in paving, andACoverlay to provide for conformance tothe
existing roadway at the intersection of Airport Road and the New Connection.

Ultimate
intersection geometric as
defined in the Traffic Impact
Study, Figure 6-6, and including 6-foot bike lanes,
shall
be constructed as
follows:al) New Connection: One
300-foot eastbound left-mm lane. The 1eastbound travel
lane becomes
right-turn only at
the intersection. b) Airport Road: One 340- foot northbound leftPacket Pg. 201 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of ApprovalPage
9 June
23,
2005

21. 22.

23. 24.

25.26. 27.28. Prior to recordation of the 120th lot, the developer shall install a traffic signal at the intersection of Rancho. Road and Shasta View Drive and the intersection modified as necessary to achieve a fully activated system for both vehicles and pedestrians. Improvements shall include all necessary wiring and installation of hardware ( video detection, indicator heads, buttons) and street striping for the traffic signal to respond to pedestrian or vehicle- phase request. Intersection improvements shall include any necessary modifications to the existing Shasta View Drive north of Rancho
Road to accommodate the signal.* Prior to recordation ofthe 200~' lot, the developer shall install atraffic signal at the intersection of Airport Road and Shasta View Drive and the intersection modified as necessary to achieve a fully activated system for both vehicles and pedestrians. Improvements . shall include all necessary wiring and installation of hardware ( video detection, indicator heads, buttons) and street striping forthe traffic signaltorespond
topedestrian or vehicle-phase request.*Bus-stop turnouts and passenger shelters for Redding Area Bus Authority ( RABA) service shall be incorporated into the onsite improvement ofShasta View Drive in locations specified by R_ABA. Improvements shall be inaccordance
with City of Redding Construction Standard 120.00.*The Shasta View Drive crossing of Clover Creek shall bedesigned to accommodate future widening to 4 lanes, pass flows from a100-year-storm event, and incorporate designand material features consistent with the Shasfina Ranch Planned Development Plan to
the extent feasible and as allowed by the City Engineer. No portion of the ultimate alignment ofShasta View Drive shall encroach into the100-year floodplain of Clover Creek, except the actual creekcrossing, unless approval is granted under the provisionsofChapter 18.51 of the Redding Municipal Code. The ultimate alignment, width, and construction of Shasta View Drive shall be designed to locate theexisting Redding Electric . Utility ( REU) l15/12kV power poles within the parkways a minimum of 3 feet from the ultimate curb line. Where noalternative isfeasibleas determined by REU aS~d the'City Engineer, an existing pole(s) may belocated within a landscape median or traffic circle with provision of adequate vehicular protection and maintenance access. The .cost of any necessarypole
relocation to meet this requirement shall be the responsibility of the developer. Individual lot access rights to and from Shasta View Drive shall be waived.A minimum 6-foot-high masonry sound wall shall be constructed at the boundary of the Shasta View Drive right-of-way adjacent to all residential lots; the wall is not required adjacent toany open- space areas. The wall shall be constructed of decorative masonry materials that have adensityof4pounds per square foot. The wall design shall incorporate materials providing 2 distinct surface reliefs, columns/ pilasters articulated aminimum of 2inches from theface of Packet Pg. 202 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
andPD-5-04
Draft Conditions
of ApprovalPage
10 June
23,2005 29.30.The structural design of the wall along Shasta View Drive shall meet applicable loading pressures as defined by
the Uniform Building Code. Internal local streets shall be improved
generally
as
follows:

Streets
1)
2)
3)
4)
Streets
1)
2)
3)
4)
Streets1)2)3)Right-of--way encompassing
the full street- improvement section from back of
sidewalk to baCk of sidewalk (61
feet).40-foot-wide curb-face tocurb-face street
section.

Vertical curb, gutter, 6-foot-wideparkway, and4-foot-wide sidewalk on both sides. The developer shall acquire the necessary off-site fight- ofway for Street "B"as shown on the tentative map without the use of
eminent domain, or
thesubdivision design shallbe modified so that
the full street right-of-way is onsite.H" and 'T':Right-ofway encompassing the full street- improvement section from back of sidewalk toback of sidewalk (57feet).40-
foot-wide curb-face tocurb-face street section. Vertical curb, gutter, 6-
foot- wideparkway, and 4-footwide sidewalk adjacent to theresidential lots and the public park site.Vertical curb, gutter, and
6-foot-wide parkway adjacent to
the Clover Creek open space.J" throug]h "R" (except "
M"):

Packet Pg. 203 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7.-03 and
PD-5-04 Draft
Conditions of
Approval Page 11
June
23,
2005

31. 32.33.
d. Street "T" : 1)Right- of-way encompassing the full street section fi. om backof sidewalk to
back ofsidewalk (60 feet).
2) 30-foot-wide curb- face-to-curb-face street section.3) Vertical
curb, gutter, 1O-footwide parkway and 4-foot-wide sidewalk on both sides.4) Low-profile " No Parking" signage. Pedestrian connections between internal streets "G," "R," and "V" and Shasta View Drive and Street "P" and Rancho Vista Way shall beprovided as indicated on the tentative map.A minimum 32-foot-wide public easement( s) shall be provided toShasta View Drive and a20-foot-wide public ease,'ment to
Rancho Vista Road. Theeasements shall be improved with an 8-foot-wide concrete sidewalk and the remainder of the easement landscaped.A1O-foot-wide public- service easement shall be provided adjacent tothe outside edge ofthe separated sidewalk on all internal streets. On those
sections of Streets "H" and " I" adjacent tothe Clover Creek open space where no sidewalk is required, a 5-foot-wide public- service easement shall be provided. All
landscape features within an on-site
street right-of-way shall be landscaped and an irrigation system provided at the time of construction of the streetimprovements. These features consist of:
a. Medians within Shasta View Drive.b. Traffic circle at tJhe intersection of Shasta View Drive and Street "D."Co Parkways between the curb and right-of-way boundary within Shasta View Drive.

Where adjacent 'todesignated open space, the landscape between sidewalk and right-of-way bptmdary shall be designed to blend into the natural features of the open space with emphasis on preservationof existing trees. d. Parkways between the curb and sidewalk of all intemal streets. Additional street: scape enhancements along intemal streets as presented on the tentative map and the Shastina Ranch Planned Development Plan (e.g., length of Street "T"; intersections of Streets "
Packet Pg. 204 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of Approval Page
12 June
23,
2005

34. 35.36.37.38.The right-of-way for Street "P" may encroachinto the C!ty-owned land (Assessor' sParcel No. 054-510-026), only ifit is demonstrated to the satisfaction ofthe Development Services Director that the encroachment accommodates efficient lot configuration and enhances public access to theClover Creek Trail.City- standard decorative streetlights (Construction Standards 557.00 through 574.01) shall be provided along the on-site section of Shasta View Drive and all internal streets. Construction access tothe site shall be identified onthe project improvement plans.

Temporary or permanent traffic- control and access improvements or measures shall be provided as required by the City Engineer. Use of Sylvia Lane, Belinda Way,
Rancho Vista Drive, and Palo Verde Lane for construction access is prohibited. Prior to issuance of anentitlement forfurther division, development, or use of the industrial Parcel "A," the applicant, owner, or successor in interest shall inconsultation with. the City prepare aproject study report to determin~ preliminary construction design andthe appropriate Shastina Ranch project share of thecost of the following improvements:* **ao Determination ofan alignment and widening to a4-lane arterial standard the section of Chum Creek Road between South Bonnyview
Road
and Rancho Road, including reconstruction ofthe Chum Creek bridge as necessary. CoRealignment/ reconstruction of theintersections of Victor Avenue and Rancho Road with Chum Creel~CRoad to. provide adequate traffic control and turn lanes.Placement ofatraffic signal at the intersection of Rancho Road andAlta Mesa Drive. The Shastina Ranch pro-rata share shallbe paid, orafunding mechanism approved by the City,
prior
to
issuance of an entitlement for further division, development, oruse of industrial Parcel "A."ao boThe developer shall pay the Citywide
Transportation Development Impact Fee in accordance with Chapter 16.20of the Redding Municipal Code.*Prior tofiling of a final map for residential development or issuance ofentitlement or building permit for development of the industrial land, theapplicant, owner, or successor in interest shall agree to participate with the City of Redding inafunding mechanism toensure the construction
ofimprovements at the Chum Creek Road/Victor Avenue/ Rancho Road intersections as necessary to maintain acceptable level- of-service operations. The applicant, owner, or successor in interest shall agree to
Packet Pg. 205 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of ApprovalPage
13June
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2005
S~
we~

40. 41. 42.43.44.Co Notwithstanding ( b) above, up to a maximum of 120 lots maybe recorded on the east side of Clover Creek with sole access from Airport Road (i.e., no crossing of Clover Creek) prior to final establishment of a funding mechanism for the improvement ofthe Chum Creek Road/Victor Avenue/ Rancho Road intersection. Pay~nent of a project- specific facility fee, established by the City Councilor its designee equal to the project'spro rata share of the intersection improvements, shall be made atthe
time of issuance of
a building permit.Water, and Electric Utilities No unit or phase of the subdivision shall be recorded unless it is contiguous to animproved public street and sewer', water, electrical, and drainage facilities adequate to serve the property have been extended to the unit or phase boundary. Sanitary sewer, water, electric, natural gas, communication, and cable-distribution lines, including main lines and service laterals, shall be extended and sized toserve each lot inthe subdivision toprovide logical extensions of service to adjacent properties and accommodate improvements constructed with the trail sectiononthe City-owned parceltothe north Assessor' sParcel No. 054510026).

These utilities shall beinstalled inaccordance with the capacity, construction, and testing standards of the City or other responsible agency or utility. Sewer lines within the subdivision shall be sized as
necessary toaccommodate upstream development inan orderly fashion.A24-inch watbrline shall be extended in theShasta View Drive right-of-way, providing a loop connecting to existing waterlines in Rancho Road and Airport Road in accordance with the City ofRedding Mast~ x Water Plan. The waterline shall include a lateral for connection to the City well site as shown on the tentative map and water service to the City- owned parcel to the north (Assessor'sParcel No. 054-510- 026). The developer may seek reimbursement forcost of line oversizing beyond the requirements of the subdivision in accordance with Chapter 14.08 ofthe Redding Municipal Code. The actual labor costs of improvements to be eligible for reimbursement shall
be as determined by the City Engineer andas allowed by the Redding Municipal Code. The developer shall grant to the City ofRedding awell site with a minimum size of 200 feetby 200 feet ( 40,000 square feet) on the west side of Shasta View Drive generally as shown on the approved tentative map. The City agrees to pay foratest wellto determine water quality analysis todetermine ifaproduction well can be developed. Ifwater quality analysis isnot satisfactory, the City may require that an alternate sitebe tested and developed. Water service within thesubdivision and fire hydrants shallbeprovided inaccordance with the specifications ofthe Entgineering Division and in a manner satisfying the California Fire Code.

All fire hydrants must have a minimum fire flow meeting Appendix III "A" ofthe California Fire Code, plus meet the maximum daily demand for the area. Fire-hydrant locations shall beapproved by
Packet Pg. 206 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
ofApproval
Page' 14 June23, 2005 45.All on-site and off- site sewer, water, electrical, storm- drain and other public-utilityinfrastructure shallbe placed in apublic-street fight-of-way or public-service easement ina location approved by ~te Engineering Division. The developer shall be responsible for acquisition of all necessary off-siteright- of-ways or easements. 46.A note shall be placed on the final map( s) that no buildings, mechanical
equipment, decks or patios, orsimilar permanent improvement may be placed within apublicservice easement.**47.Vehicular access form~fintenance purposes shall be provided toall utility infrastructure outside
a public right-of-way as determined necessary by and ina manner approved by the City Engineer. 48.Before approval ofthe final improvement plansbythe Engineering Division for plan check,theapplicant
shall also incorporate 1 copy of the City of Redding Electric Department plans for providing electric se~Mce.49. Electric- supply facilities, shall be furnishedand installed in accordance with the Electric Utility Service
Policy Resolution currently in effectatthe time the developer' s plans are approved by the Cityof Redding. 50.The developer shallberesponsible for all costs associated with the relocation or modification of utility facilities necessitated by the construction ofimprovements required asacondition of approval of this project, including reimbursement to Cityof Redding Electric Utility.Other utilities may require reimbursement for projects) related costs as well. 51.The final subdivision map( shall indicate minimum building setback lines necessary to comply with Redding Electric Utility (REU) standards for structure clearance from pad- mounted transformers; the setback shall be indicated onlyonthose lots where the setback requirement of the City Zoning Ordinance will notsatisfy theREUstandard. 52.The existing Redding Electric Utility (REU) 115/12kV transmission- line easement shall be identified on thefinal map(s). An all-weather-access road and easement to the section
ofthis line south of
Lots 39 and 40 shall be provided in amanner that avoids impacts upon sensitive' environmental features in this area.Grading, Drainage, and Water Quality53.

An application shall be submitted tothe City Engineer for cleating and/ or grading permit.Improvement plans for cleating, grading, drainage, utilities, and other required improvements shall be approved by the Engineering Division andother concerned City of Redding departments prior to the beginning ofany clearing orgrading activities or site improvement activities and will be inconformance to Redding Municipal Code (RMC) Title 16.12. An Interim Erosion and Sediment Control Plan (Interim Plan) shall be included aspart of all cleating andgrading permit applications and will be approved by the Engineer City Packet Pg. 207 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
ofApproval
Page
15 June23,
2005

54. 55.

56.57.58.59. Prior toissuance ofagrading permit, the developer shall prepare a Storm Water Pollution Prevention Plan andsecure a Construction Activity Storm Water Permit from the Regional Water Quality Control Board ( RWQCB) ifrequired by law. Additionally, all applicable provisions of the City of Redding Grading Ordinance (Redding Municipal Code Chapter 16.12) shall be met. This will require inpart that an Interim Erosion and Sediment Control Plan beprepared that establishes specific measures and Best Management Practices to minimize soil erosion: during and after construction activities. Approval and installation ofinterim erosion- and sediment- control measures shall be coordinated with thesequence of grading and development soas tobe in place by September 1of any year. The details ofthe Interim Erosion and Sediment Control Plan and any applicablewater quality mitigation requirements ofthe. RWQCB shall beincorporated into the final project improvement plans and befully implemented by the developer as approved by theCity Engineer. Priorto improvement- planapproval, the applicant shall obtain approval for storm-water peak flow in accordance with City Council Policy 1806 and thespecifications ofthe Engineering Division. Such measures: shall address impacts from the 10-, 25-, and 100- year-storm events. Projects shall address peak flows to maintain predevelopment levelsatall locations downstream ofthe project. A hydrological drainage report shall be prepared byaqualified engineer and will be provided to
the Engineering Division with submittal of site improvement plans. Storm- drain detention facilities shall conform to the design intent of City General Plan Goal CDD6 for function and aesthetic value. Upon agreement with the City and design approval by the City Engineer antd Community Services
Director, storm-water detention may be incorporated intothepublic park.

Any storm- water detention facilities constructed within the electric- utility easement( s) onindustrial Parcel "A" as shown
on the tentative map shall require the written consent of the utility provider.Afinal map for any portion of the project within the Chum Creek watershed shall not be recorded until a final method of conveying storm water to Chum Creek, either as described in the project EIR-1-03 or other functional alternative, is approved by the City Engineer. Any storm- drain c0nve'? an% ' utilizing or otherwise
affecting Anderson CottonwoOd Irrigation District (ACID) easements orfacilities shall necessitate the written approvalof ACID.*All drainage outlets into Clover Creek or any other natural drainage feature are toincorporate water-velocity- attenuation and sedimentation devices to minimize erosion or shall be extended so as to discharge without eroding the natural channel. The stormdefined drain outlets
channel;
are to
the
be extended so as to discharge into a
developer shall cause thededication of any off-site easements necessary to accommodate the extension and provide maintenance access as required by the Engineering Division. The outlet shall include a concrete headwall with wing walls, a smooth concrete apron, and water- velocity- attenuation devices to minimize erosion.

Packet Pg. 208 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of Approval Page
16 June 23, 2005 60. Drainage systems shall be designed andinstalled so that runoff collected from roof drains and other improvements are conveyed directly to thestreet or other acceptable drainage system with no lot-to-lot drainage allowed, unless approved by the City Engineer. The minimum grade of all lots, either toward the street or open space, shall be 2percent.61.Project development shall incorporate storm- waterquality provisions set forth inthe City' s Storm Water Quality Improvement Plan and thestatewide general permit (Water Quality OrderNo. 2003-0005-DWQ).

Best Management Practices (BMPs) tailored tothe project to maximize the reduction of pollutant loading instormwater runoff shallbe implemented tothe maximum extent practicable.*62.Incompliance with the requirements oftheState General Construction Activity Storm Water Permit, the project deve. loper shall prepare a site and construction- phase- specific Storm Water Pollution Prevention Plan (SWPPP) in conformance with the California Storm Water Quality Association Construction Handbook. The SWPPP shall be subject to theapproval of the CentralValley Regional Water Quality Control Boardand incorporated into the project improvement plans. Best Management Practices (BMPs) incorporated into the SWPPP shall be utilized in all project-site development activities. Water quality controls will ensure no increase inturbidity, sediment, or other pollutant loads into Clover Creek or Chum Creek over predevelopment cortditions and that storm- water discharges are in compliance withall current requirements ofthe Central Valley Regional Water Quality Control Board. The developer shall retain alicensed or certified engineering or erosion- control professional to prepare the SWPPP. Acopy ofthe SWPPP shall be provided to the City.*

63. Storm- drain facilities within both the on-site and off-site sections of Shasta View Drive shallbe designed and constructed toaccommodate the ultimate 4-lane street section. These facilities may beacombination of surface and subsurface conveyance systems asappropriate to meet City Standards.

Thestormdrain system shall incorporate biofiltration, utilizing the parkway between the curb and right- ofway boundary of Shasta View Drive. Biological Resources 64.The developer shall acquire all necessary letters of approval and/or permits from the Department ofFish and Game and the U.S. Army Corps of Engineers for altering or working within any natural drainage course, jurisdictional waters ofthe United States, wetland, or riparian habitat prior tothe commencement of grading activities and/or construction of anyon- or off-site improvements; including the City-owned parcel to the north, Packet Pg. 209 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of Approval Page
17 June
23,
2005 65.66.67.Prior toissuance ofagrading permit, the developer shall prepare aSpill Prevention Control and Countermeasure Plan to the City thatincludes strict onsite handling rules toprevent accidental spillsofhazardous materialsduring subdivision improvement construction ( i.e.,does not apply to house construction) into any water courses or other sensitive biological habitats on-site. The objective of the plan will betoprevent concrete, paint, coating materials, petroleum products, or any other substance that could behazardous to aquatic life from contaminating soilor entering a watercourse and identify measures for inunediate
cleanup of any accident~ d spills.*Prior to the issuance ora grading permit or approval of project improvement plans by the City Engineer, the developer shall secure aU.

S. Army Corps of Engineers ( ACOE)404 Pemfit for mitigation of development impacts resulting in theloss of on- and off-site jurisdictional watersof the United States and federally protected species. The potential impact upon jurisdictionalwaters is estimated to beapproximately 2.809 acres. Itis anticipated that the ACOE404 Permit may include any (not necessarily all) of the following elements and mitigations with theobjective of determining
the least enviromnentally damaging practicable project alternative:*ao Section 7consultation with the United States Fish and Wildlife Service (USFWS) inregard tothepresence offederally protected invertebrate species (vernalpool tadpole shrimp) within an on-site vernal pool. bo Consultation witch the National Marine Fisheries Service ( NMFS) inregard to potential disturbance of waters that may provide habitat
for afederally protected fishspecies (Central Valley steelhead).Avoidance of the :2 major vernal- pool features nearthe south boundary of the project within Parcels " C" and "D" with appropriate setbacks andmaintenance of hydrology. Purchase of creation credits in an ACOE- approved mitigation bank. The Stillwater Plains mitigation bank isalocal example of such afacility. eo If mitigationbarfi: creditsare not available, payment ofin-lieu fees to the ACOE. In- kind replacement/ creation on-site.g. Purchase of property containing wetlands withtransfer of ownership to an appropriate agency approved by ACOE ( e.g., preservation credits).Araptor- nesting survey shallbe conducted by aqualified biologist prior to clearing or earth- disturbance activities proposed to tal~e place between March 1 and July 31 of any year. If
Packet Pg. 210 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
andPD-5-04
Drat~ Conditions
of Approval Page
18 June 23, 2005 68.Prior tograding or construction activities in Clover Cieek (e.g., construction of Shasta View Drive, connection to sewer trunkline), a Foothill Yellow- legged Frog nesting surveybyaqualified biologist shall'be conducted in the area of disturbance. If frogsare observed oregg mass(es) found, appropriate relocation measures as recommended by
the biologist shall beimplemented.*69.A minimum 100-foot nondisturbance buffer shall be established around any orall of the identified elderberry bushes located near the west boundary of the project site which have stems measuring 1 inch or more at ground level. The exact location of the bushes shall be identified on theproject grading plan, andtemporary fencing on the buffer boundary shall be in place during construction activities in the area. If construction activities are proposed within thebuffer area, a 'Valley Elderberry Longhorn Beetle survey shall be conducted by aqualified biologist in accordance withU.S.

Fish and Wildlife Service (USFWS) protocols and the survey submitteq to the USFWS for determination of necessary mitigation prior
tocommencement
of the construction activity.*Fire Protection 70.Residential fire sprinkler systems, as approved by the City Fire Marshal, shall be installed inall habitable structures inthe subdivision unless and until City Fire Station No. 7isstaffed with additional personnel[ andapparatus toadequately serve theproject as determined by the Redding Fire Chief. Even with the upgrade of Fire Station No. 7, homes onthe following lots
shall be provided with sprinkler systems:* **Lots on cul-de-sacsor dead-end streets as aresult of phasing which are more than 600 feet from the street intersection; such lots shall be identified on the final map(s).bo Lots north ofStreet "M" unless and until a second public- street access isprovided to the development area east of Clover
Creek fi~om apoint other than Shasta View Drive.71.A Vegetation Management/ Fire Fuel Reduction Plan (Plan) shallbe submitted in conjunction with project improvement plans for each development phase and be subject to approval by the City Fire Marshal and Development Services Director. The buildout objective ofthe Plan shallbe to provide an. adeqfiate fire- safety buffer between homes and certain open- space areas through selective removal of 90 percent ofthe
brush and trees less than 3inches in diameter in the following areas: Within 100 feet of the anticipated house sites on Lots 1through 31; Lots 38 through 41; Lots 112 through 117; Lots 332, 337,
and 338; Lot 376; Lots 420 through 442;and Lots
Packet Pg. 211 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
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19 June
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72. 73.

74. Parks,

75. 76.77.78.79.The required fuel-reduction work will be accomplished with the Clearing and grading oftheoverall project. The City recognizes that the Plan may have to be modified from the above standard to meet other resource agency requirements for ground
disturbance near sensitive biological habitats. Prior to any vertical construction, a 20-foot- wide all-weather- surface road shall be constructed and remain serviceable toall developing lots and firehydrants
installed with adequate fire flows available
for fire-suppression purposes. Burning of construction debris is prohibited. Brush piles created by project development shall be abated
prior tothe fire season. Open Space, and Tree Preservation With recordation ofafinal map for the first unitof development, the developer shall make an irrevocable offer of dedication to the City in fee simple absolute for a public park site generallyas shown on the tentative map (pursuant to Chapter 17.42 ofthe Redding Municipal Code). The park site shall be completely located outside the 100- year floodplain of Clover Creek. The final size configuration and name ofthe park site shall be approved by the Community Services Director
and inaccordance with the requirements ofthe project Development Agreement. The developer shall enter into an agreement with the City requiring the developer to fully improve the public park:
site and receive credit toward the subdivision's City Park and Recreation Facilities Impact Fee obligation. The developer shallbe responsible for thepark design in coordination with the City's Community Services Department and securing of permits from agencies other than the City necessary for construction. Park improvements shall be completed inaccordance
with the requirements and schedule containedin the project Development Agreement. With recordation of a final map( s), the developer shall dedicate to the City in fee simple absolute the open-space area identified as Parcel "B" onthetentative map. This area as a minimum shall encompass the 100-year floodplain of Clover Creek as' determined by the Clover Creek Preserve FEMA Letter of Map Revision. Theland grant shall befor the purpose of maintaining open space andfloodplain safety and for public trails andother uses allowed by the City's "OS" Open Space zoning district. However, the dedication shall be infee simple
absolute and nfo reversionary interest or condition subsequent shall be vested in permittee. Individual property lines shall extend through Parcel "E"
and the area identified as private open- space easements on the final map(s).With recordation of a final map(s), Parcel "C" and Parcel " D" shall be either be placed in a private open- space easement( s) in a manner approved by the City, or protection and preservation otherwise achieved ina manner established Packet Pg. 212 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of ApprovalPage
20 June 23,2005 0.All subdivision lots and streets shall be located outside ofand above the 100- year ttoodplain of Clover Creek and meet the setback andeasement requirements ofChapter 18.48 River/ Creek Corridor Development asthey pertain to Clover Creek (e.g., 25-foot setback from riparian zone or 50- footsetback from top ofbank, whichever is greater)..Adequate information todetermine compliance with this condition
shall be provided with the project improvement plans.* 81.The finished floor elewition of all lots shall be a
minimum of1foot above the 100-yearfloodplain elevation of Clover Creek. Compliance with this requirement shall be determined with review of project hnprovement plans, excepting Lots 112 through 117, 332, 337, and 338. For these lots, anas-built grading plan shall be submitted to the Planning Division after construction demonstrating compliance, or elevation
certificates shall be required with application forabuilding permit.** 82.Preservation of existing' treeswith a diameter of 6inchesormore at 4.5feet above the ground (unless otherwise specified) shall beincorporated into theproject in order to satisfy thepurposes of Chapter 18.45 Tree Preservation ofthe Redding
Municipal Code: a. Trees within Parcels " C," " D," and "E."Trees within the: parkways
between the curb and right-of-way boundary along Shasta View Drive.Selected trees
within the public parksite as determined by the Community Services Department. Trees with adian~eter of12inches or greater within the rear- yard setbackof any lot where grading
isnot necessary to achieve the lot drainage requirements of the City Engineer. Grey pines meeting the above size and location standards for preservation may be removed upon a demonstration thattheymaycurrently orin thefuture threaten aprivate
or
public
improvement. The tree-preservation plan shall be incorporated into the project improvement plans.' ............... Archaeology 83. Ifany archaeology resources (human skeletalremains, culturally modified lithic materials, structural features, or historic artifacts) are encountered during ground-disturbing activities, all suchactivities shall behalted within a 55-yard radius ofthe discovery, and aqualified archaeologist shallbecontacted
to
determine the nature of the find, evaluate its significance and, if necessary, recomrnend appropriate mitigation.*Noise

84. Packet Pg. 213 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of Approval Page
21 June 23, 2005 85.All homes on lots next to Shasta View Drive shallbe provided with air-conditioning systems to allow occupancy with doors
and windows closed.Air Quality86.The following Standard Mitigation Measures (SMM) shall be implemented during grading and construction activities to contrOl dust and PM~0emissions:* a. Nontoxic soil stabilizers shallbe applied according to manufacturer'sspecification toall inactive construction areas ( previously graded areas inactive
for 10 days or more).Reestablish ground cover on graded and exposed portionsofthe construction
site through hydroseeding and mulching. All grading operations shall be suspended when winds (as instantaneous gusts)
exceed 20 miles per hour. Temporary traffic control as directed by the City Engineer shall be provided as appropriate during all phases of construction to improve traffic
flow ( e.g., flag person). eo Construction activities that could affect traffic flow shall
be scheduled, during off-peak hours. Active construction areas, haul roads, etc., shall be watered at least twice daily or
more as needed to limit dust. go Exposed stockpiles of soil and other backfill material shall either be covered, watered, or have soil binders added to inhibit dust and wind erosion. Ail tracks hauling; soil and other loose material shall be covered or should maintain at least2 feetof fi:eeboard (i.e., minimum vertical distance between top of the load and thetrailer) in accordance with the requirements of CVC Section 23114. This provision is
enforced by local law enforcement agencies .......... All public roadways used by the project contractor shall be maintained free from dust, dirt, and deb:ds caused by construction activities.

Streets shall be swept at the end of the day ifvisible soil materials are carded onto adjacent public paved roads.Wheel washers shrill be used where vehicles enter and exit unpaved roadsonto paved roads, or trucks, a~ad any equipment shall be washed off
leaving the site witheach trip.Open burning ofcl[eared vegetation shall be prohibited. Cleared vegetation shall be treated bylegal means other than open burning, such as chipping or grinding on-site,or transport to an appropriate receiving facility. Such methods shall be noted on improvement plans. Atnotime shall open burning of materials generated
Packet Pg. 214 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draf~ Conditions
of Approval Page
22 June
23, 2005 87.88.The following mitigation measures shall be implemented during construction of the subdivision to reduce temporary Nox emissions as recommended by theShasta CountyAir
Quality Management Dilstrict (SCAQMD):*ao The applicant shall provide aplan for approval by the SCAQMD, demonstrating that off-road vehicles and equipment with 50 or more horsepower to beused in construction oftlhe project will achieve aprojectwide fleet average 20 pen-centNoxreduction and 45 percent particulate reduction compared to the most recent California Air Resources Board fleet average atthe time of construction. bo The applicant shall submit to the SCAQMD acomprehensive inventory of alloff-road construction equipment with 50 or more horsepower that willbe used an aggregate of 40 or more hours during any portion of theconstruction project. The inventory shall include the horsepower rating, engine- production year, and projected hours ofuse or fuel for each piece ofequipment. Theinventory shall be updated and submitted mon~ly throughout the duration of theproject, except thataninventory shall notbe required for any 30-day period in which noconstruction activity occurs. c. All construction equipment shall be properly tuned and maintained. do Equipment operators shall
be instructed to minimize equipment idling timeto 10 minutes. eo Existing power sources
instead oftemporary power generators shallbeutilized whenever possible. The following Standard Level " A" Mitigation Measures as identified inthe City of Redding Air Quality Element of the General Plan shall be implemented to minimize overall
air quality impacts as a result ofbuiltdout ofthe subdivision:* ao All homes shall 'be equipped
with energy- efficient process systems for heating equipment and water heaters.An electrical outlet shall be installed in
the-front yard and backyard of all homes for electrical yard equipment. Any woodburning stoves installed in ahome shall be Environmental Protection Agency- Phase II certified.

Inaddition to theabove,
the following built-inproject elements serve
as mitigations to minimize overall air quality impacts:
d. Bus stops along Shasta View Drive.e. Provision
Packet Pg. 215 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) S-7-03
and PD-5-04
Draft Conditions
of Approval Page
23 June 23, 2005 Miscellaneous 89.Auniform 6-foot- high, solid-wood fence or equivalent shall be constructed in conjunction with subdivision improvements along the rear property lines ofLots 338 through 376.Construction and desist details of thefence shall
be approved by the Development Services Director. 90.Neighborhood identification shall not duplicate the nameof existing subdivisions in theCity
Packet Pg. 216 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) ATTACHMENT "H"

EMINENT DOMAIN FINDINGS
City Council Policy 1703 establishes certain findings that the Planning Commission must determine to be in evidence in order to support a tentative map condition which requires an off-siteimprovement that could lead to the need for use ofeminent domain. These findings are:The dedication requirement will be consistent with the Redding General Plan, the Subdivision Ordinance, and any plan line orsite plan review criteria adopted by ordinance oftheRe&ting City
Council. 2. The dedication requirement is necessary toaccomplish one (emphasis added) or more of the
following: To mitigate theenvironmental impactsofthe project asidentified inanyfinal environmental impact
report. boToachieve consistency' with the Circulation Elementof the General Plan and any standards, policies, or street plans contained in the
document. The dedication requirement is necessary toensure safe and adequate access to the project and thetraveling
public.The dedication requirement is necessary to maintain and protect the integrity of theCity' s arterial street
system. That theneed for dedication requirement andresultant street improvement iscaused by the project, either byitself or inconjunction withother projects in theimmediate area, and that failure to make the dedication requirement will result in theCity's having tospend public dollars to mitigate the ,access and safety aspects ofthe project that are theresponsibility of the
developer.
6-17-05STAF\
S703-
GPacket Pg. 217 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7)

HASTINA RANCH
SUBDIVISION i
Legend

TRAFFIC SIGNAL
mmwm STREET SEGMENT IMPROVEMENTS
i~ POTENTIAL ASSESSMENT, BENEFIT AN/OR REIMBURSEMENT

AREAS NGIS

DIVISION DEVELCPMENT SERVICES

DEPARTMENT DATE
PRODUCED: FEBRUARY 3,
2005 01, 200 2,400
FeetP:~PLAN NING\ESSHASTINA_RI\ EIR.

MXD LOCATION

MAP POTENTIAL ASSESSMENT, BENEFIT

AND/OR REIMBURSEMENT

DISTRICT AREAS
MTG.

DATE:

Packet Pg. 218 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) N G ~ N ERRS ,PLA N N FRS

MEMORANDUM
To: City of Redding Date:

Attn: Mr. Doug Demallie Project:

From: Andrew Lee Job No.:

Re: Shastina Ranch Phase 1 Supplemental File No.:

Traffic Analysis
CC: Paul Miller
March 28, 2005
Shastina Ranch GPA Traffic Impact
Study
25-
5130-06
C723MEM014. DOC This memorandum addresses the change inLevel-of-Service (LOS) forintersections and
5 roadway segments along the segment of Churn Creek Road eastofthe Iinterchange resulting from the construction of 120 dwelling unit,,; within the Shastina Ranch project area. The analysis was performed for the existing roadway network, which does not include the construction ofthe Shasta View Drive Extension
Project
and
Description
the Knighton
and
Road Extension. Phase 1
Trip Generation The Shastina Ranch project contains a
mix of residential and light
industrial land uses. Project build-out isplanned for 460 dwelling units I,DU) and 366,000 square feet of light industrial facilities. The project build-out trip generation is projected at7,106 daily, 684 AM peak hour, and 813 PM peak hour trips. As afirst phase of the project, 120 DU are planned for construction.

The construction ofthe project'sfirst phase is projected to take place before the construction of other approved/ pending projects in the area,including the King-Burk Subdivision, the Stone Creek Subdivision, and the Veterans Hospital. Table 1shows the projected trip
generation ofPhase
1of the project. TABLE 1PROJECT TRIPGENERATION Single- Family Housing (210) Per DU

9. 66 0.74 25% 75% 0. 98 63% '~ 7%i!~ :, ~, ~ i!:. ]~ ;~:. i'i,: .!:~ i !~:'~! i~i i'V~ ~ Di:.~i::i !~M,P~kIi~
ii'~Tri~s,- i~ : pM~ peak ~ofi' r ~ i~ s Project Phase 1 120 DU 1,159 89 22 67 118 74 44 As shown in Table 1, Phase 1of the project will generated an estimated 1,159 daily, 89 AM peak, and 118 PM peak hour trips. Phase 1constitutes approximately 15% ofthe total Shastina
Ranch development traffic, based on the projected
daily trip generation. Existing Plus Phase IProject Traffic Operations The project impact onintersections and roadway segments near the project area was quantified by adding the project- generated trips onto the: existing intersection and roadway segment traffic volumes. All traffic access for Phase 1of the project is from Airport Road. The project trip distribution issimilar to the original trip distribution included in the Shastina Ranch FEIR, but accounts for some traffic redistribution due to the lack of the Shasta View Drive Extension and Knighton Road Extension inthe roadway network. LOS computations were based onthe methods documented in the Transportation Research Board publication Highway Capacity Manual, Fourth Edition, 2000. Tables 2 and 3show the 943 ReserveDrive, SuitePacket Pg. 219 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) March 28, 2005
intersection LOS for Existing an,d Existing Plus Project Phase 1 Only Conditions. Table 4 shows tile roadway segment LOS for both Existing and Existing Plus Project Phase 1 Only Conditions TABLE 2
INTERSECTION LEVELS-OF-SERVICE:

EXISTING CONDITIONS i; :.~ i:i: ::/,:-!.: i::, i~ '! *;~ '::~' ~ i~::~:,!;~ 0ntr0!~. : it.: : ;:;-:~, '~ ~: i::.i~=::

Warrant.~ iWarrant:~[ ~.~,~.:;.~:-., :: .'~: !~ 6 Bonnyview Road / I-5 SB Ramps Signal . 28. 3
C31. 4 C7 Bonnyview
Road / I-5 NB Ramps Signal 31. 3 C28. 0 C8 Bechelli
Lane / Chum Creek Road Signal 24.6 C 24.4 C 9Churn Creek Road / Victor AvenueT~VSC 22.4 CNo 30.1 D No 10Churn Creek Road / Rancho Road TWSC 14.8BNo 12. 4B No 11 Rancho Road / Alta Mesa Drive TWSC 11.9 BNo 11. I BNo As shown in Table 2, the
Chum (,'reek Road / Victor Avenue intersection iscurrently operating at deficient LOSD. All other intersections are currently operating at acceptable LOS. Mitigations are discussed inthe following section. TABLE 3 EXISTING PLUS PROJECT PHASE 1

ONLY WITHOUT KNIGHTON ROAD AND SHASTA VIEW DRIVE
EXTENSION 6Bo~y~ew Road / I-5
SB Rmps 28. Sisal 3C 31.3C 7
BonnyviewRoad / I- 5NB Ramps
Signal 3 !. 7 C 27.9C - 8
Bechelli Lane / Churn CreekRoad Signal 24.
4 C28.3C9Churn Creek Road / Victor Avenue TWSC24. 6
C No 34.9 D No10 Chum CreekRoad / Rancho Road TWSC15. 7 C No 12.9B No 1 Rancho Road / AltaMesa Drive TWSC 12.4 B No

11. 7B No As shown in Table 3, the addition of theproject ' is projected to further aggravate delay at the Chum Creek Road / Victor Avenue intersection. The project increases delay by 4.8seconds.

TABLE 4 ROADWAY LEVELS-OF-SERVICE: EXISTING, EXI~STING PLUS PROJECTPHASE 1 ONLY CONDITIONS Rancho Road -
Churn Creek Road to Shasta View Drive Existing TwoLane Arterial 4,960AExisting + Project Phase ITwoLane Arterial5, 480A Churn Creek Road - I-5/ Churn Creek Road Interchange to
Rancho Road Existing Two-Lane Arterial 10,520 C
Existing + Project
Phase ITwo- Lane Arterial 11,
040 CAs shown inTable 4, the addition
of the project does not impact the Rancho Road and Chum Creek roadway segments east of I-5such that deficient LOS occurs. 943 Reserve Ddve, Suite 100, Roseville, CA 95678 - (916) 782- 8688 fax (916) 782- 8689
Packet Pg. 220 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) March 28, 2005
Mitigation Measures
The Chum Creek Road/Victor Avenue intersection iscurrently operating at deficient LOS "D".

The addition of Phase 1 of the project will increase delay at the intersection by4.8 seconds. Per the Shastina Ranch FEIR, the ideal mitigation measure for the intersection is torealign the Victor Avenue and Rancho Road approaches such that afour-.legged intersection is formed. However, the improvements at this location are difficult toimplement and could be expensive due to existing topographic constraints at the intersection
locations. Per theCity's
amended Significant Traffic Impact Standards (Omi-Means, Memo of
toCity
Redding Planning/ Public Works, July 16, 2004), an increase indelay of more than five (5) seconds at an intersection and an increase of more than 5% in the volume- to- capacity ratio ( V/C) on aroadway segment isconsidered as "significant" forroadway facilities currently operating under unacceptable conditions. As such, theadditional delay resulting from the construction of Phase 1 ofthe project isconsidered "not significant" and the appropriate mitigation measure would therefore be afair share payment
toward the ultimate mitigation described above. 943 Reserve Ddve, Suite 100, Roseville, CA 95678 - ( Packet Pg. 221 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) z~ ~ ~.,~~~-~,...'
to
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NO: DATE PRODUgED: ~ AND FACIU~ P~N
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Packet Pg. 222 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) i~- ~ J ,'. ~ - N CHURN
CI
iE~ ..... "., ~ 1I ~. ~ ~ ~ . to
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ITEM:

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SHASTINA RANCH PLAN DEVELOPMENTSER~CES
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XsHASRNCH 24, JANUARY 2005 EIR- 1-03. S-7-03, GPA-4-
Packet Pg. 223 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) PF
CITY UMffS
SC
RS~
OS
GC
Gl

LITY PLAN
I i... SHAST NA RANCH
CHURN CI ~EEK
DWG. NO:

XPLANNING~.

SHASRNCH
SOURCE:

GIS DIVISION

DEVELOPMENT SERVICES DEPARTMENT
I I
0 500 1000 1500
FEET
DATE PRODUCED:

JANUARY 24, 2005

ZONING MAP

SHASTINA RANCH SUBDIVISION

AND FACILITY PLAN AREA
DR-i-OS, S7-05,
Packet Pg. 224 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) PF
SC
GC
CITY' IJ~ITS
RS3
OS
Gl
FAcI
SHASTI

CHURN CF

LITY PLAN

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EEK
DWG. NO:

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SHASRNCH
SOURCE:

GIS DIVISION
DEVELOPMENT SERVICES DEP~ rMENTU~
I I
0 500 1000 1500
FEET
DATE PRODUCED:

PROPOSED ZONING MAP

SHASTINA RANCH SUBDIVISION

AND FACILITY PLAN AREA
JANUARY 24, 200.5 EIR-I-05, S7-03,
GPA4-
Packet Pg. 225 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) i

EN( NEEF
R.aJNCHO RD ·
m m

IF CLUP
x ,m ~ ' B
OU N D ARY ~SHASTI
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NCH SUBDi~ ISION~_;?/ I
cesou.

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EXIST REDDING MUNI AIRPORT utc. DATE:

D~ELOPMENT
SERVICES DEPARTMENT CLUP ITEM: AND

FACILITY
PLAN AREA DATE PRODUCED:

EIR-1-
GPA-4-03 ~ 03, S-7-03,
Packet Pg. 226 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) I
III
SHASTINA ~NCH SUBDI~ F/ISION~,
I , ~. ~ sou.
c,:GIS DIVISION PROPOSED AMENDMENT REDDING MUNI
AIRPORTD~LOPMENT SER~CESDEP~ E~
CLUP I~:

SUBDIVISION 0 5~ 1 ~
I
0 fSHASTINA RANCH
1500O*TEP.

ODUCSD: AND FACILITYP~N
SAREA7-c~ SEPTEMBER 1~, 2004 EIR-I-03,
Packet Pg. 227 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) Packet Pg. 228 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) Packet Pg. 229 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) Packet Pg. 230 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7) Packet Pg. 231 Attachment: Previous Staff Report - 07-05-2005 (4.11(a)--Final Map-Shastina Ranch Subdivision, Unit 7)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Accept update regarding the Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt Concrete Pavement on Placer Street Project and, in accordance with Public Contract Code Section 22050(c)(1), make a determination by a four-fifths vote that there is a need to continue the emergency work.

Alternative Action
The City Council (Council) may choose not to accept the project status report and provide further direction to staff.

Background/Analysis
On May 7, 2024, Council adopted an emergency resolution for the project and authorized the negotiation of an emergency public works contract. Cox & Cox Construction (Contractor) has commenced with underground repairs on Placer Street and Court Street and completed all underground repairs on those streets by August 16, 2024. The remaining locations are either surface locations on Placer Street and Court Street or underground locations on surrounding residential streets. Staff remains optimistic that Placer Street paving will commence in midSeptember but is still coordinating with the contractor’s schedule to finalize an exact timeframe.

MEETING DATE: September 3, 2024
ITEM NO. 4.11(b)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(b)--Update Regarding Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt Concrete Pavement on Placer Street Michael Webb, Public Works
Director
Packet Pg. 232
Report to Redding City Council August 28, 2024
Re: 4.11(b)--Update of Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt Page 2
The below table provides further details of the contractor’s progress based on the number of locations that need to be addressed and estimated costs. Costs billed through July 2024 are $353,420.21. Currently, we have estimated an average cost of $15,366.10 for each repair location. However, this figure is slightly low as it does not account for the differing site conditions at each location. Although, staff has compared this average cost to the engineers estimate and these early costs per location are in alignment with that estimate. Staff will continue to update Council as the project progresses.

Original
Locations
Additional
Locations
Total
Locations
Completed
Locations
Costs to Date
(Estimated)
96 0 96 63 $353,420
The project proposes to replace substandard sewer pipe, associated infrastructure, failing asphalt concrete and other miscellaneous public health and safety work, on Placer Street and within the Magnolia Area Sewer Improvement Phase I project limits.

Environmental Review
This action is not a project as defined by the California Environmental Quality Act (CEQA) and no further action is required. On May 7, 2024, the Council determined that the project is categorically exempt from environmental review under the CEQA Guidelines, per Section 15269(b)-Emergency Projects.

Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work, and play in the City of Redding.” Attachments
Previous Staff Report
Packet Pg. 233

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the following actions relative to the Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt Concrete Pavement on Placer Street Project (Project):
(1) Adopt Resolution, by not less than four-fifths affirmative vote, authorizing the City Manager to negotiate and award an emergency public works contract for the Project in an amount not to exceed $2,000,000;
(3) Authorize the City Manager, or designee, to approve construction contingency amounts up to a total of $300,000;
(4) Authorize the City Manager, or designee, to approve construction management and inspection amounts up to a total of $175,000; and
(5) Find that the Project is exempt from review under the California Environmental Quality Act Guidelines, pursuant to Section 15269(b) – Emergency Projects.

Fiscal Impact
The estimated Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt Concrete Pavement on Placer Street Project (Project) total cost is $2,475,000. These costs include construction, construction contingency and staff time for construction management and inspections. The project will be funded with remaining Magnolia Area Sewer Improvements Phase 1 funds. Including withheld retention, liquidated damages and uncompleted work items which is approximately $2,160,000. Supplemental funding of $315,000 will come from the Wastewater, Water and Streets Division’s Fiscal Year 2023-24 budgets which have sufficient funds appropriated.

MEETING DATE: May 7, 2024
ITEM NO. 9.11(f)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 9.11(f)--Emergency Construction Contract to Repair and Replace Substandard Sewer Pipe and Failing Asphalt Concrete Pavement on Placer Street Michael Webb, Public Works
Director

APPROVED
Packet Pg. 234 Attachment: Previous Staff Report (4.11(b)--Update of Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt) Report to Redding City Council May 2, 2024
Re: 9.11(f)--Emergency Repair and Replace Substandard Sewer Pipe and Failing Pavement on Placer St. Page 2
Alternative Action
The City Council (Council) may choose to not authorize the award of an emergency contract, and instead have staff prepare plans and specifications to award a contract to the low bidder in accordance with state and local contracting procedures. Or, Council could provide alterative direction to staff.

Background/Analysis
On April 1, 2024, Council voted to enter into a Contract Amendment, Settlement Agreement and Release with the contractor for the Magnolia Area Sewer Improvements Phase 1 project. This settlement agreement was partially due to the contractor’s refusal to make required repairs to substandard work done on the project. This substandard work has the potential to create public health and safety issues.

Staff has considered repackaging the project plans and specifications for bidding; however, this process would likely require a minimum of six months in order to obtain an executed contract and ultimately provide a contractor with a notice to proceed. This timeline is unacceptable given the condition of the installed sewer infrastructure and would jeopardize being able to complete all the repair work, including re-paving Placer Street, prior to the onset of winter. In addition, current Magnolia Area Sewer Improvement Phase 1 project site conditions present potential impacts to public health, property and safety. Therefore, staff proposes an emergency contract to replace the substandard sewer pipe and associated infrastructure, failing asphalt concrete and minor associated public health and safety work on Placer Street and within Magnolia Area Sewer Improvements Phase 1 project limits. Staff estimates the work will be complete within four months of commencement of construction activities.

It is noted that the Public Contract Code (PCC) (Section 20168) provides that the local government’s legislative body may pass a resolution by a four-fifths vote of its members declaring that the public interest and necessity demand the immediate expenditure of public money to safeguard life, health and property. Further, the PCC (Section 22050) provides that “in case of emergency, a public agency, pursuant to a four-fifths vote of its governing body, may repair or replace a public facility, take any directly related and immediate action required by that emergency, and procure the necessary equipment, services, and supplies for those purposes without giving notice for bids to let contracts.”
It is in the public’s interest and necessity to repair the sewer system, pave Placer Street and repair or replace other associated minor items of work immediately to ensure protection of the public’s health, safety and personal property occurs.

The Resolution has been approved as to form by the City Attorney.

Environmental Review
Staff has determined that the project is exempt from review under the California Environmental Quality Act Guidelines, pursuant to Section 15269(b) – Emergency Projects. Section 15269(b) includes emergency repairs to publicly and privately-owned service facilities necessary to maintain service essential to the public health, safety, or welfare. The emergency repair and replacement will occur in areas of previous disturbance, and the repairs are necessary to maintain service essential to public health.

APPROVED
Packet Pg. 235 Attachment: Previous Staff Report (4.11(b)--Update of Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt) Report to Redding City Council May 2, 2024
Re: 9.11(f)--Emergency Repair and Replace Substandard Sewer Pipe and Failing Pavement on Placer St. Page 3
Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work, and play in the City of Redding.” Attachments
^Resolution
^Location Map
^Notice of Exemption

APPROVED
Packet Pg. 236 Attachment: Previous Staff Report (4.11(b)--Update of Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt) RESOLUTION NO. 2024-____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDDING TO

AUTHORIZE THE CITY MANAGER TO AWARD AN EMERGENCY
CONSTRUCTION CONTRACT TO REPAIR AND REPLACE SUBSTANDARD SEWER PIPE AND FAILING ASHPHALT CONCRETE

PAVEMENT ON PLACER STREET
WHEREAS, Public Contract Code section 22050 and Redding Municipal Code 4.22.120(A) provide that, in the case of emergency, a public agency may repair or replace a public facility, take any directly related and immediate action required by that emergency, and procure the necessary equipment, services, and supplies for those purposes without giving notice for bids to let contracts; and WHEREAS, on April 1, 2024, Council voted unanimously to enter into a Contract Amendment, Settlement Agreement and Release regarding the Magnolia Area Sewer Improvements – Phase I project; and WHEREAS, portions of the underground sewer improvements constructed as part of the Magnolia Area Sewer Improvements – Phase I project were not constructed in accordance with the contract documents; and
WHEREAS, proper sewer infrastructure is critical to public health; and WHEREAS, if not repaired immediately, the improperly installed sewer infrastructure has a high potential for failure during high-flow periods, winter, potentially ultimately causing significant disruptions in service, failures and damage to associated public and adjacent private infrastructure; and WHEREAS, Placer Street is a primary arterial with moderate traffic volumes and the asphalt concrete pavement is in a failing condition as a result of longitudinal and transverse sewer trench pavement patches within the roadway section presenting a public safety concern; and WHEREAS, a competitive solicitation for bids is anticipated to require six (6) months and would further delay the needed repairs to prevent sewer blockages, sink holes and further damage to the public and private infrastructure until 2025; and
WHEREAS, continued pavement failure and blockage of the sewer conveyance system would threaten the safety and property of roadway users and persons nearby; and WHEREAS, isolation of the impacted area so that the delay due to competitive bidding could be accommodated would not mitigate or eliminate the threat to persons and property; NOW, THEREFORE, BE IT RESOLVED THAT:

1. The City Council of the City of Redding finds that the recitals set forth above are true and correct and are hereby adopted as findings of fact.

2. The public interest and necessity require the immediate expenditure of public money to restore the sewer conveyance system to full capacity, protect the public health, safety and welfare, and prevent further damage to the roadway.

APPROVED
Packet Pg. 237 Attachment: Previous Staff Report (4.11(b)--Update of Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt)

3. The City Council of the City of Redding therefore authorizes the City Manager to award an emergency construction contract to repair the sewer system and roadway along Placer Street.

4. The action authorized herein shall be reviewed by the City Council at all regular meetings of the Council until such time as the City Council determines that the emergency is abated.

I HEREBY CERTIFY that the foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Redding on the 7th day of May, 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:
____________________________________
TENESSA AUDETTE, Mayor
ATTEST: FORM APPROVED:
_________________________________ _____________________________________ SHARLENE TIPTON, City Clerk CHRISTIAN M. CURTIS, City Attorney

APPROVED
Packet Pg. 238 Attachment: Previous Staff Report (4.11(b)--Update of Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt) CITY OF REDDING LOCATION MAP MAGNOLIA AREA SEWER IMPROVEMENTS - PHASE 1 EMERGENCY REPAIRS PUBLIC WORKS DEPARTMENT LOCATION PROJECT ORIGINAL REPAIR AREA EMERGENCY APPROVED Packet Pg. 239
Attachment: Previous Staff Report (4.11(b)--Update of Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt) APPROVED Packet Pg. 240
Attachment: Previous Staff Report (4.11(b)--Update of Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the following related to the purchase of one 2025 Peterbilt 579 Transfer Truck for the City of Redding’s Transfer and Recycling Facility;
(1) Authorize the purchase using Sourcewell contract pricing with a net delivered cost of $221,530.77 including all applicable taxes and fees; and (2) Authorize the City Manager to approve future pricing adjustments, terms, and policy changes as needed due to inflation and unstable economic conditions up to a total of $30,000.00.

Fiscal Impact
The planned replacement of this transfer truck was identified in the 10-year Rolling Stock Plan and is scheduled in the Fiscal Year of 2026-27. Staff is requesting the use of current rolling stock funds for the early acquisition of this truck. The current balance of the Rolling Stock Fund is $2,152,000.

Alternative Action
The City Council may choose not to authorize the purchase using the Sourcewell contract and direct staff to use the competitive bid process. This action would delay the purchase and delivery date of a new unit and would extend the use of worn out equipment.

Background/Analysis
The City of Redding’s (City) Transfer and Recycling Facility operates six days per week and performs processing of municipal solid waste, organics (green waste), construction and demolition, and mixed recycling materials. Additionally, the Solid Waste Utility assists the City’s Wastewater Department by hauling biosolids from both wastewater treatment facilities.

There are six transfer trucks used in the hauling operations (five frontline units and one spare) for MEETING DATE: September 3, 2024
ITEM NO. 4.11(d)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck Using Sourcewell Contract Pricing
Michael Webb, Public Works
Director
Packet Pg. 241
Report to Redding City Council August 28, 2024
Re: 4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck Page 2 transporting the mentioned materials to various sites including the Richard W. Curry West Central Landfill in Igo and recycling facilities in Sacramento.

Staff planned to replace the current 2014 transfer truck in Fiscal Year 2026-27. Due to increased use, the unit being replaced has reached the end of its dependable expected lifecycle sooner than anticipated based on the cumulative cost of the repairs and maintenance, age of the truck, and estimated refurbishment cost. Staff recommends replacing the truck rather than spending significant funds to refurbish it or continue with costly repairs resulting in loss of use and extended downtimes. The replacement of the 2014-year model with a 2025-year model is in line with the City’s plan to comply with the Advanced Clean Truck rule for California.

The truck is available under a Sourcewell competitively bid contract. Sourcewell develops national competitive solicitations that meet or exceed local standards, and offers its members the benefits derived from cooperative purchasing. Using the Sourcewell cooperative contract to purchase a 2025 Peterbilt 579 Transfer Truck saves significant staff time that would otherwise be needed to prepare bid specifications and solicit individual quotations from vendors. The City also receives a significant price discount due to economies of scale realized through the volume of purchases on a multi-agency cooperate contract.

Environmental Review
This action, purchasing, is not a project as defined by the California Environmental Quality Act, and no further action is required.

Council Priority/City Manager Goals
This agenda item is a routine operation item.

Attachments
^2024 CIty of Redding Sourcewell quote for VIN 721213
^2024-25 City of Redding 3 axle diesel Pete 579 tractor quote Peterbilt Contract 032824
PSD721213 specs and list price
Packet Pg. 242
Total price includes the following: freight- delivery to City of Redding corporate yard, fuel, Def, flooring, Wet Kit, Lockable 5th wheel, Cleaning and surcharge
BODY PRICE (IF APPLICABLE) $0

HEAVY-DUTY
520 - 520EV - 567 - 579
- 579EV - 589
TOTAL PRICE FOR CAB & 25.00%

CHASSIS AND ALL SOURCED

GOODS/SERVICES AND

FLOORING
$206,429
SOURCEWELL DISCOUNT % 25.00% 220/220EV 5.00%
SOURCEWELL DISCOUNT $ $60,048

MEDIUM-DUTY
535 - 536 - 537 - 548 15.00%
SOURCEWELL CAB & CHASSIS PRICE $180,144
43227

SOURCEWELL PETERBILT DEALER QUOTE/INVOICE TEMPLATE
2024 REVISION

TOTAL PRICE FOR ALL SOURCED

GOODS/SERVICES, FLOORING,
ETC.
$26,285
PETERBILT MODEL 579
PETERBILT MOTORS COMPANY SOURCEWELL CONTRACT # 032824
*DEALER TO FILL IN ALL GREY CELLS
Dobbs Peterbilt
City of Redding
CHASSIS # 721213
CAB & CHASSIS LIST PRICE $240,192 PETERBILT MODEL SOURCEWELL DISCOUNT Packet Pg. 243 Attachment: ^2024 CIty of Redding Sourcewell quote for VIN 721213 (4.11(d)--Purchase of One 2025

DOBBS PETERBILT

CUSTOMER PURCHASE ORDER
- For New & Used Vehicles -
Purchaser: City of Redding
Date: 8/13/2024 2255 Abernathy Lane
Seller: DOBBS PETERBILT Redding, CA 96001
City/State: West Sacramento, CA Attn: Michael Deedon
I hereby order from you, subject to all terms and conditions contained herein and the ADDITIONAL PROVISIONS printed on Page 2 of this form, the following equipment for delivery on or about :

New/ PRICE
QTY Year Used MAKE MODEL STOCK# W/O F.E.T. AND SST
1 2025 New Peterbilt 579 3 axle Diesel $206,429.00
This price is good until 10/3/2024
Price includes sourcewell charge, Wet Kit, and JOST 5th wheel locking, detail, freight, dealer pack and fuel Delivery to the City of Redding corporate yard
CASH PRICE $ 206,429.00
NO TRADES NO TRADES DOCK FEE $ 85.00
ESTIMATED STATE SALES TAX 7.25% $ 14,972.27
TIRE TAX $ 17.50
TITLE FEE $ 27.00
TOTAL CASH PRICE $221,530.77
DISTRICT APPROVAL:_____________________________ WTC MANAGER ACCEPTANCE:

CORPORATE APPROVAL:__________________________ STU FOX-SALES MANAGER If a trade-in is delivered to Dealer in a different condition than appraised, or its parts or attachments have been removed or substituted, then it shall be reappraised, and the difference in value shall be paid in cash to Dealer. Purchaser warrants that ownership, and titles of trade-ins are free and clear of all liens and encumbrances except as noted and will pay in cash to Dealer any undisclosed amounts owed. If any such cash adjustment is not paid on demand, purchaser authorizes Dealer to repossess the vehicle sold.

If the unpaid balance of cash price stated above is the proceeds of a time payment agreement as noted below, all items and conditions of that agreement are hereto made part of and an attachment to this order by this reference.

NOTE: USED VEHICLES ARE SOLD "AS IS" WITH NO WARRANTY,
unless otherwise certified by Seller in Writing.

PURCHASER ACKNOWLEDGES RECEIPT OF AN EXACT COPY OF
THIS ORDER, and the additional provisions printed on page 2.

NOTE: This order is subject to written acceptance of the Seller by a manager as indicated below. Purchaser's deposit will be refunded if not accepted, otherwise, deposit is nonrefundable.

Packet Pg. 244 Attachment: ^2024-25 City of Redding 3 axle diesel Pete 579 tractor quote (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) 032824-PMC
Rev. 3/2022 1
Solicitation Number: RFP #032824

CONTRACT
This Contract is between Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 (Sourcewell) and Peterbilt Motors Company, 1700 Woodbrook Street, Denton, TX 76205 (Supplier).

Sourcewell is a State of Minnesota local government unit and service cooperative created under the laws of the State of Minnesota (Minnesota Statutes Section 123A.21) that offers cooperative procurement solutions to government entities. Participation is open to eligible federal, state/province, and municipal governmental entities, higher education, K-12 education, nonprofit, tribal government, and other public entities located in the United States and Canada.

Sourcewell issued a public solicitation for Class 4-8 Chassis and Cabs with Related Equipment, Accessories, and Services from which Supplier was awarded a contract.

Supplier desires to contract with Sourcewell to provide equipment, products, or services to Sourcewell and the entities that access Sourcewell’s cooperative purchasing contracts (Participating Entities).

1. TERM OF CONTRACT
A. EFFECTIVE DATE. This Contract is effective upon the date of the final signature below.

EXPIRATION DATE AND EXTENSION. This Contract expires July 9, 2028, unless it is cancelled sooner pursuant to Article 22. This Contract allows up to three additional one-year extensions upon the request of Sourcewell and written agreement by Supplier. Sourcewell retains the right to consider additional extensions beyond seven years as required under exceptional circumstances.

B. SURVIVAL OF TERMS. Notwithstanding any expiration or termination of this Contract, all payment obligations incurred prior to expiration or termination will survive, as will the following: Articles 11 through 14 survive the expiration or cancellation of this Contract. All other rights will cease upon expiration or termination of this Contract.

2. EQUIPMENT, PRODUCTS, OR SERVICES

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A. EQUIPMENT, PRODUCTS, OR SERVICES. Supplier will provide the Equipment, Products, or Services as stated in its Proposal submitted under the Solicitation Number listed above.

Supplier’s Equipment, Products, or Services Proposal (Proposal) is attached and incorporated into this Contract.

All Equipment and Products provided under this Contract must be new and the current model.

Supplier may offer close-out or refurbished Equipment or Products if they are clearly indicated in Supplier’s product and pricing list. Unless agreed to by the Participating Entities in advance, Equipment or Products must be delivered as operational to the Participating Entity’s site.

This Contract offers an indefinite quantity of sales, and while substantial volume is anticipated, sales and sales volume are not guaranteed.

B. WARRANTY. Supplier warrants that all Equipment, Products, and Services furnished are free from liens and encumbrances, and are free from defects in design, materials, and workmanship.

In addition, Supplier warrants the Equipment, Products, and Services are suitable for and will perform in accordance with the ordinary use for which they are intended. Supplier’s dealers and distributors must agree to assist the Participating Entity in reaching a resolution in any dispute over warranty terms with the manufacturer. Any manufacturer’s warranty that extends beyond the expiration of the Supplier’s warranty will be passed on to the Participating Entity.

C. DEALERS, DISTRIBUTORS, AND/OR RESELLERS. Upon Contract execution and throughout the Contract term, Supplier must provide to Sourcewell a current means to validate or authenticate Supplier’s authorized dealers, distributors, or resellers relative to the Equipment, Products, and Services offered under this Contract, which will be incorporated into this Contract by reference. It is the Supplier’s responsibility to ensure Sourcewell receives the most current information.

3. PRICING
All Equipment, Products, or Services under this Contract will be priced at or below the price stated in Supplier’s Proposal.

When providing pricing quotes to Participating Entities, all pricing quoted must reflect a Participating Entity’s total cost of acquisition. This means that the quoted cost is for delivered Equipment, Products, and Services that are operational for their intended purpose, and includes all costs to the Participating Entity’s requested delivery location.

Regardless of the payment method chosen by the Participating Entity, the total cost associated with any purchase option of the Equipment, Products, or Services must always be disclosed in the pricing quote to the applicable Participating Entity at the time of purchase.

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A. SHIPPING AND SHIPPING COSTS. All delivered Equipment and Products must be properly packaged. Damaged Equipment and Products may be rejected. If the damage is not readily apparent at the time of delivery, Supplier must permit the Equipment and Products to be returned within a reasonable time at no cost to Sourcewell or its Participating Entities.

Participating Entities reserve the right to inspect the Equipment and Products at a reasonable time after delivery where circumstances or conditions prevent effective inspection of the Equipment and Products at the time of delivery. In the event of the delivery of nonconforming Equipment and Products, the Participating Entity will notify the Supplier as soon as possible and the Supplier will replace nonconforming Equipment and Products with conforming Equipment and Products that are acceptable to the Participating Entity.

Supplier must arrange for and pay for the return shipment on Equipment and Products that arrive in a defective or inoperable condition.

Sourcewell may declare the Supplier in breach of this Contract if the Supplier intentionally delivers substandard or inferior Equipment or Products.

B. SALES TAX. Each Participating Entity is responsible for supplying the Supplier with valid taxexemption certification(s). When ordering, a Participating Entity must indicate if it is a taxexempt entity.

C. HOT LIST PRICING. At any time during this Contract, Supplier may offer a specific selection of Equipment, Products, or Services at discounts greater than those listed in the Contract.

When Supplier determines it will offer Hot List Pricing, it must be submitted electronically to Sourcewell in a line-item format. Equipment, Products, or Services may be added or removed from the Hot List at any time through a Sourcewell Price and Product Change Form as defined in Article 4 below.

Hot List program and pricing may also be used to discount and liquidate close-out and discontinued Equipment and Products as long as those close-out and discontinued items are clearly identified as such. Current ordering process and administrative fees apply. Hot List Pricing must be published and made available to all Participating Entities.

4. PRODUCT AND PRICING CHANGE REQUESTS
Supplier may request Equipment, Product, or Service changes, additions, or deletions at any time. All requests must be made in writing by submitting a signed Sourcewell Price and Product Change Request Form to the assigned Sourcewell Supplier Development Administrator. This approved form is available from the assigned Sourcewell Supplier Development Administrator.

At a minimum, the request must:
x Identify the applicable Sourcewell contract number;

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x Clearly specify the requested change;
x Provide sufficient detail to justify the requested change; x Individually list all Equipment, Products, or Services affected by the requested change, along with the requested change (e.g., addition, deletion, price change); and x Include a complete restatement of pricing documentation in Microsoft Excel with the effective date of the modified pricing, or product addition or deletion. The new pricing restatement must include all Equipment, Products, and Services offered, even for those items where pricing remains unchanged.

A fully executed Sourcewell Price and Product Change Request Form will become an amendment to this Contract and will be incorporated by reference.

5. PARTICIPATION, CONTRACT ACCESS, AND PARTICIPATING ENTITY REQUIREMENTS

A. PARTICIPATION. Sourcewell’s cooperative contracts are available and open to public and nonprofit entities across the United States and Canada; such as federal, state/province, municipal, K-12 and higher education, tribal government, and other public entities.

The benefits of this Contract should be available to all Participating Entities that can legally access the Equipment, Products, or Services under this Contract. A Participating Entity’s authority to access this Contract is determined through its cooperative purchasing, interlocal, or joint powers laws. Any entity accessing benefits of this Contract will be considered a Service Member of Sourcewell during such time of access. Supplier understands that a Participating Entity’s use of this Contract is at the Participating Entity’s sole convenience and Participating Entities reserve the right to obtain like Equipment, Products, or Services from any other source.

Supplier is responsible for familiarizing its sales and service forces with Sourcewell contract use eligibility requirements and documentation and will encourage potential participating entities to join Sourcewell. Sourcewell reserves the right to add and remove Participating Entities to its roster during the term of this Contract.

B. PUBLIC FACILITIES. Supplier’s employees may be required to perform work at governmentowned facilities, including schools. Supplier’s employees and agents must conduct themselves in a professional manner while on the premises, and in accordance with Participating Entity policies and procedures, and all applicable laws.

6. PARTICIPATING ENTITY USE AND PURCHASING
A. ORDERS AND PAYMENT. To access the contracted Equipment, Products, or Services under this Contract, a Participating Entity must clearly indicate to Supplier that it intends to access this Contract; however, order flow and procedure will be developed jointly between Sourcewell and Supplier. Typically, a Participating Entity will issue an order directly to Supplier or its authorized

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subsidiary, distributor, dealer, or reseller. If a Participating Entity issues a purchase order, it may use its own forms, but the purchase order should clearly note the applicable Sourcewell contract number. All Participating Entity orders under this Contract must be issued prior to expiration or cancellation of this Contract; however, Supplier performance, Participating Entity payment obligations, and any applicable warranty periods or other Supplier or Participating Entity obligations may extend beyond the term of this Contract.

Supplier’s acceptable forms of payment are included in its attached Proposal. Participating Entities will be solely responsible for payment and Sourcewell will have no liability for any unpaid invoice of any Participating Entity.

B. ADDITIONAL TERMS AND CONDITIONS/PARTICIPATING ADDENDUM. Additional terms and conditions to a purchase order, or other required transaction documentation, may be negotiated between a Participating Entity and Supplier, such as job or industry-specific requirements, legal requirements (e.g., affirmative action or immigration status requirements), or specific local policy requirements. Some Participating Entities may require the use of a Participating Addendum, the terms of which will be negotiated directly between the Participating Entity and the Supplier or its authorized dealers, distributors, or resellers, as applicable. Any negotiated additional terms and conditions must never be less favorable to the Participating Entity than what is contained in this Contract.

C. SPECIALIZED SERVICE REQUIREMENTS. In the event that the Participating Entity requires service or specialized performance requirements not addressed in this Contract (such as ecommerce specifications, specialized delivery requirements, or other specifications and requirements), the Participating Entity and the Supplier may enter into a separate, standalone agreement, apart from this Contract. Sourcewell, including its agents and employees, will not be made a party to a claim for breach of such agreement.

D. TERMINATION OF ORDERS. Participating Entities may terminate an order, in whole or in part, immediately upon notice to Supplier in the event of any of the following events:

1. The Participating Entity fails to receive funding or appropriation from its governing body at levels sufficient to pay for the equipment, products, or services to be purchased; or

2. Federal, state, or provincial laws or regulations prohibit the purchase or change the Participating Entity’s requirements.

E. GOVERNING LAW AND VENUE. The governing law and venue for any action related to a Participating Entity’s order will be determined by the Participating Entity making the purchase.

7. CUSTOMER SERVICE

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A. PRIMARY ACCOUNT REPRESENTATIVE. Supplier will assign an Account Representative to Sourcewell for this Contract and must provide prompt notice to Sourcewell if that person is changed. The Account Representative will be responsible for:

x Maintenance and management of this Contract;
x Timely response to all Sourcewell and Participating Entity inquiries; and x Business reviews to Sourcewell and Participating Entities, if applicable.

B. BUSINESS REVIEWS. Supplier must perform a minimum of one business review with Sourcewell per contract year. The business review will cover sales to Participating Entities, pricing and contract terms, administrative fees, sales data reports, performance issues, supply issues, customer issues, and any other necessary information.

8. REPORT ON CONTRACT SALES ACTIVITY AND ADMINISTRATIVE FEE PAYMENT A. CONTRACT SALES ACTIVITY REPORT. Each calendar quarter, Supplier must provide a contract sales activity report (Report) to the Sourcewell Supplier Development Administrator assigned to this Contract. Reports are due no later than 45 days after the end of each calendar quarter. A Report must be provided regardless of the number or amount of sales during that quarter (i.e., if there are no sales, Supplier must submit a report indicating no sales were made).

The Report must contain the following fields:
x Participating Entity Name (e.g., City of Staples Highway Department); x Participating Entity Physical Street Address;
x Participating Entity City;
x Participating Entity State/Province;
x Participating Entity Zip/Postal Code;
x Participating Entity Contact Name;
x Participating Entity Contact Email Address;
x Participating Entity Contact Telephone Number;
x Sourcewell Assigned Entity/Participating Entity Number; x Item Purchased Description;
x Item Purchased Price;
x Sourcewell Administrative Fee Applied; and
x Date Purchase was invoiced/sale was recognized as revenue by Supplier.

B. ADMINISTRATIVE FEE. In consideration for the support and services provided by Sourcewell, the Supplier will pay an administrative fee to Sourcewell on all Equipment, Products, and Services provided to Participating Entities. The Administrative Fee must be included in, and not added to, the pricing. Supplier may not charge Participating Entities more than the contracted

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price to offset the Administrative Fee.

The Supplier will submit payment to Sourcewell for the percentage of administrative fee stated in the Proposal multiplied by the total sales of all Equipment, Products, and Services purchased by Participating Entities under this Contract during each calendar quarter. Payments should note the Supplier’s name and Sourcewell-assigned contract number in the memo; and must be mailed to the address above “Attn: Accounts Receivable” or remitted electronically to Sourcewell’s banking institution per Sourcewell’s Finance department instructions. Payments must be received no later than 45 calendar days after the end of each calendar quarter.

Supplier agrees to cooperate with Sourcewell in auditing transactions under this Contract to ensure that the administrative fee is paid on all items purchased under this Contract.

In the event the Supplier is delinquent in any undisputed administrative fees, Sourcewell reserves the right to cancel this Contract and reject any proposal submitted by the Supplier in any subsequent solicitation. In the event this Contract is cancelled by either party prior to the Contract’s expiration date, the administrative fee payment will be due no more than 30 days from the cancellation date.

9. AUTHORIZED REPRESENTATIVE
Sourcewell's Authorized Representative is its Chief Procurement Officer.

Supplier’s Authorized Representative is the person named in the Supplier’s Proposal. If Supplier’s Authorized Representative changes at any time during this Contract, Supplier must promptly notify Sourcewell in writing.

10. AUDIT, ASSIGNMENT, AMENDMENTS, WAIVER, AND CONTRACT COMPLETE A. AUDIT. Pursuant to Minnesota Statutes Section 16C.05, subdivision 5, the books, records, documents, and accounting procedures and practices relevant to this Contract are subject to examination by Sourcewell or the Minnesota State Auditor for a minimum of six years from the end of this Contract. This clause extends to Participating Entities as it relates to business conducted by that Participating Entity under this Contract.

B. ASSIGNMENT. Neither party may assign or otherwise transfer its rights or obligations under this Contract without the prior written consent of the other party and a fully executed assignment agreement. Such consent will not be unreasonably withheld. Any prohibited assignment will be invalid.

C. AMENDMENTS. Any amendment to this Contract must be in writing and will not be effective until it has been duly executed by the parties.

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D. WAIVER. Failure by either party to take action or assert any right under this Contract will not be deemed a waiver of such right in the event of the continuation or repetition of the circumstances giving rise to such right. Any such waiver must be in writing and signed by the parties.

E. CONTRACT COMPLETE. This Contract represents the complete agreement between the parties. No other understanding regarding this Contract, whether written or oral, may be used to bind either party. For any conflict between the attached Proposal and the terms set out in Articles 1-22 of this Contract, the terms of Articles 1-22 will govern.

F. RELATIONSHIP OF THE PARTIES. The relationship of the parties is one of independent contractors, each free to exercise judgment and discretion with regard to the conduct of their respective businesses. This Contract does not create a partnership, joint venture, or any other relationship such as master-servant, or principal-agent.

11. INDEMNITY AND HOLD HARMLESS

Supplier must indemnify, defend, save, and hold Sourcewell and its Participating Entities, including their agents and employees, harmless from any claims or causes of action, including attorneys’ fees incurred by Sourcewell or its Participating Entities, arising out of any act or omission in the performance of this Contract by the Supplier or its agents or employees; this indemnification includes injury or death to person(s) or property alleged to have been caused by some defect in the Equipment, Products, or Services under this Contract to the extent the Equipment, Product, or Service has been used according to its specifications. Sourcewell’s responsibility will be governed by the State of Minnesota’s Tort Liability Act (Minnesota Statutes Chapter 466) and other applicable law.

12. GOVERNMENT DATA PRACTICES
Supplier and Sourcewell must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided by or provided to Sourcewell under this Contract and as it applies to all data created, collected, received, maintained, or disseminated by the Supplier under this Contract.

13. INTELLECTUAL PROPERTY, PUBLICITY, MARKETING, AND ENDORSEMENT A. INTELLECTUAL PROPERTY

1. Grant of License. During the term of this Contract:
a. Sourcewell grants to Supplier a royalty-free, worldwide, non-exclusive right and license to use the trademark(s) provided to Supplier by Sourcewell in advertising and promotional materials for the purpose of marketing Sourcewell’s relationship with Supplier.

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b. Supplier grants to Sourcewell a royalty-free, worldwide, non-exclusive right and license to use Supplier’s trademarks in advertising and promotional materials for the purpose of marketing Supplier’s relationship with Sourcewell.

2. Limited Right of Sublicense. The right and license granted herein includes a limited right of each party to grant sublicenses to their respective subsidiaries, distributors, dealers, resellers, marketing representatives, and agents (collectively “Permitted Sublicensees”) in advertising and promotional materials for the purpose of marketing the Parties’ relationship to Participating Entities. Any sublicense granted will be subject to the terms and conditions of this Article. Each party will be responsible for any breach of this Article by any of their respective sublicensees.

3. Use; Quality Control.
a. Neither party may alter the other party’s trademarks from the form provided and must comply with removal requests as to specific uses of its trademarks or logos.
b. Each party agrees to use, and to cause its Permitted Sublicensees to use, the other party’s trademarks only in good faith and in a dignified manner consistent with such party’s use of the trademarks. Upon written notice to the breaching party, the breaching party has 30 days of the date of the written notice to cure the breach or the license will be terminated.

4. Termination. Upon the termination of this Contract for any reason, each party, including Permitted Sublicensees, will have 30 days to remove all Trademarks from signage, websites, and the like bearing the other party’s name or logo (excepting Sourcewell’s pre-printed catalog of suppliers which may be used until the next printing). Supplier must return all marketing and promotional materials, including signage, provided by Sourcewell, or dispose of it according to Sourcewell’s written directions.

B. PUBLICITY. Any publicity regarding the subject matter of this Contract must not be released without prior written approval from the Authorized Representatives. Publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Supplier individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this Contract.

C. MARKETING. Any direct advertising, marketing, or offers with Participating Entities must be approved by Sourcewell. Send all approval requests to the Sourcewell Supplier Development Administrator assigned to this Contract.

D. ENDORSEMENT. The Supplier must not claim that Sourcewell endorses its Equipment, Products, or Services.

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14. GOVERNING LAW, JURISDICTION, AND VENUE
The substantive and procedural laws of the State of Minnesota will govern this Contract. Venue for all legal proceedings arising out of this Contract, or its breach, must be in the appropriate state court in Todd County, Minnesota or federal court in Fergus Falls, Minnesota.

15. FORCE MAJEURE
Neither party to this Contract will be held responsible for delay or default caused by acts of God or other conditions that are beyond that party’s reasonable control. A party defaulting under this provision must provide the other party prompt written notice of the default.

16. SEVERABILITY
If any provision of this Contract is found by a court of competent jurisdiction to be illegal, unenforceable, or void then both parties will be relieved from all obligations arising from that provision. If the remainder of this Contract is capable of being performed, it will not be affected by such determination or finding and must be fully performed.

17. PERFORMANCE, DEFAULT, AND REMEDIES
A. PERFORMANCE. During the term of this Contract, the parties will monitor performance and address unresolved contract issues as follows:

1. Notification. The parties must promptly notify each other of any known dispute and work in good faith to resolve such dispute within a reasonable period of time. If necessary, Sourcewell and the Supplier will jointly develop a short briefing document that describes the issue(s), relevant impact, and positions of both parties.

2. Escalation. If parties are unable to resolve the issue in a timely manner, as specified above, either Sourcewell or Supplier may escalate the resolution of the issue to a higher level of management. The Supplier will have 30 calendar days to cure an outstanding issue.

3. Performance while Dispute is Pending. Notwithstanding the existence of a dispute, the Supplier must continue without delay to carry out all of its responsibilities under the Contract that are not affected by the dispute. If the Supplier fails to continue without delay to perform its responsibilities under the Contract, in the accomplishment of all undisputed work, the Supplier will bear any additional costs incurred by Sourcewell and/or its Participating Entities as a result of such failure to proceed.

B. DEFAULT AND REMEDIES. Either of the following constitutes cause to declare this Contract, or any Participating Entity order under this Contract, in default:

1. Nonperformance of contractual requirements, or

2. A material breach of any term or condition of this Contract.

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The party claiming default must provide written notice of the default, with 30 calendar days to cure the default. Time allowed for cure will not diminish or eliminate any liability for liquidated or other damages. If the default remains after the opportunity for cure, the non-defaulting party may:
x Exercise any remedy provided by law or equity, or
x Terminate the Contract or any portion thereof, including any orders issued against the Contract.

18. INSURANCE

A. REQUIREMENTS. At its own expense, Supplier must maintain insurance policy(ies) in effect at all times during the performance of this Contract with insurance company(ies) licensed or authorized to do business in the State of Minnesota having an “AM BEST” rating of A- or better, with coverage and limits of insurance not less than the following:

1. Workers’ Compensation and Employer’s Liability.

Workers’ Compensation: As required by any applicable law or regulation.

Employer's Liability Insurance: must be provided in amounts not less than listed below:

Minimum limits:
$500,000 each accident for bodily injury by accident
$500,000 policy limit for bodily injury by disease
$500,000 each employee for bodily injury by disease

2. Commercial General Liability Insurance. Supplier will maintain insurance covering its operations, with coverage on an occurrence basis, and must be subject to terms no less broad than the Insurance Services Office (“ISO”) Commercial General Liability Form CG0001 (2001 or newer edition), or equivalent. At a minimum, coverage must include liability arising from premises, operations, bodily injury and property damage, independent contractors, products-completed operations including construction defect, contractual liability, blanket contractual liability, and personal injury and advertising injury. All required limits, terms and conditions of coverage must be maintained during the term of this Contract.

Minimum Limits:
$1,000,000 each occurrence Bodily Injury and Property Damage $1,000,000 Personal and Advertising Injury
$2,000,000 aggregate for products liability-completed operations $2,000,000 general aggregate

3. Commercial Automobile Liability Insurance. During the term of this Contract, Supplier will maintain insurance covering all owned, hired, and non-owned automobiles in limits of liability not less than indicated below. The coverage must be subject to terms

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no less broad than ISO Business Auto Coverage Form CA 0001 (2010 edition or newer), or equivalent.

Minimum Limits:
$1,000,000 each accident, combined single limit

4. Umbrella Insurance. During the term of this Contract, Supplier will maintain umbrella coverage over Employer’s Liability, Commercial General Liability, and Commercial Automobile.

Minimum Limits:
$2,000,000

5. Professional/Technical, Errors and Omissions, and/or Miscellaneous Professional Liability. During the term of this Contract, Supplier will maintain coverage for all claims the Supplier may become legally obligated to pay resulting from any actual or alleged negligent act, error, or omission related to Supplier’s professional services required under this Contract.

Minimum Limits:
$2,000,000 per claim or event
$2,000,000 – annual aggregate

6. Network Security and Privacy Liability Insurance. During the term of this Contract, Supplier will maintain coverage for network security and privacy liability. The coverage may be endorsed on another form of liability coverage or written on a standalone policy. The insurance must cover claims which may arise from failure of Supplier’s security resulting in, but not limited to, computer attacks, unauthorized access, disclosure of not public data – including but not limited to, confidential or private information, transmission of a computer virus, or denial of service.

Minimum limits:
$2,000,000 per occurrence
$2,000,000 annual aggregate
Failure of Supplier to maintain the required insurance will constitute a material breach entitling Sourcewell to immediately terminate this Contract for default.

B. CERTIFICATES OF INSURANCE. Prior to commencing under this Contract, Supplier must furnish to Sourcewell a certificate of insurance, as evidence of the insurance required under this Contract. Prior to expiration of the policy(ies), renewal certificates must be mailed to Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 or sent to the Sourcewell Supplier Development Administrator assigned to this Contract. The certificates must be signed by a person authorized by the insurer(s) to bind coverage on their behalf.

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Failure to request certificates of insurance by Sourcewell, or failure of Supplier to provide certificates of insurance, in no way limits or relieves Supplier of its duties and responsibilities in this Contract.

C. ADDITIONAL INSURED ENDORSEMENT AND PRIMARY AND NON-CONTRIBUTORY INSURANCE CLAUSE. Supplier agrees to list Sourcewell and its Participating Entities, including their officers, agents, and employees, as an additional insured under the Supplier’s commercial general liability insurance policy with respect to liability arising out of activities, “operations,” or “work” performed by or on behalf of Supplier, and products and completed operations of Supplier. The policy provision(s) or endorsement(s) must further provide that coverage is primary and not excess over or contributory with any other valid, applicable, and collectible insurance or self-insurance in force for the additional insureds.

D. WAIVER OF SUBROGATION. Supplier waives and must require (by endorsement or otherwise) all its insurers to waive subrogation rights against Sourcewell and other additional insureds for losses paid under the insurance policies required by this Contract or other insurance applicable to the Supplier or its subcontractors. The waiver must apply to all deductibles and/or self-insured retentions applicable to the required or any other insurance maintained by the Supplier or its subcontractors. Where permitted by law, Supplier must require similar written express waivers of subrogation and insurance clauses from each of its subcontractors.

E. UMBRELLA/EXCESS LIABILITY/SELF-INSURED RETENTION. The limits required by this Contract can be met by either providing a primary policy or in combination with umbrella/excess liability policy(ies), or self-insured retention.

19. COMPLIANCE
A. LAWS AND REGULATIONS. All Equipment, Products, or Services provided under this Contract must comply fully with applicable federal laws and regulations, and with the laws in the states and provinces in which the Equipment, Products, or Services are sold.

B. LICENSES. Supplier must maintain a valid and current status on all required federal, state/provincial, and local licenses, bonds, and permits required for the operation of the business that the Supplier conducts with Sourcewell and Participating Entities.

20. BANKRUPTCY, DEBARMENT, OR SUSPENSION CERTIFICATION
Supplier certifies and warrants that it is not in bankruptcy or that it has previously disclosed in writing certain information to Sourcewell related to bankruptcy actions. If at any time during this Contract Supplier declares bankruptcy, Supplier must immediately notify Sourcewell in writing.

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Supplier certifies and warrants that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from programs operated by the State of Minnesota; the United States federal government or the Canadian government, as applicable; or any Participating Entity. Supplier certifies and warrants that neither it nor its principals have been convicted of a criminal offense related to the subject matter of this Contract. Supplier further warrants that it will provide immediate written notice to Sourcewell if this certification changes at any time.

21. PROVISIONS FOR NON-UNITED STATES FEDERAL ENTITY PROCUREMENTS UNDER

UNITED STATES FEDERAL AWARDS OR OTHER AWARDS
Participating Entities that use United States federal grant or FEMA funds to purchase goods or services from this Contract may be subject to additional requirements including the procurement standards of the Uniform Administrative Requirements, Cost Principles and Audit Requirements for Federal Awards, 2 C.F.R. § 200. Participating Entities may have additional requirements based on specific funding source terms or conditions. Within this Article, all references to “federal” should be interpreted to mean the United States federal government.

The following list only applies when a Participating Entity accesses Supplier’s Equipment, Products, or Services with United States federal funds.

A. EQUAL EMPLOYMENT OPPORTUNITY. Except as otherwise provided under 41 C.F.R. § 60, all contracts that meet the definition of “federally assisted construction contract” in 41 C.F.R. § 60-

1.3 must include the equal opportunity clause provided under 41 C.F.R. §60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 C.F.R. §, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41 C.F.R. § 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” The equal opportunity clause is incorporated herein by reference.

B. DAVIS-BACON ACT, AS AMENDED (40 U.S.C. § 3141-3148). When required by federal program legislation, all prime construction contracts in excess of $2,000 awarded by nonfederal entities must include a provision for compliance with the Davis-Bacon Act (40 U.S.C. § 3141-3144, and 3146-3148) as supplemented by Department of Labor regulations (29 C.F.R. § 5, “Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction”). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. The non-federal entity must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The non-federal entity must report all suspected or reported violations to the federal awarding agency. The contracts must also include a provision for compliance with

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the Copeland “Anti-Kickback” Act (40 U.S.C. § 3145), as supplemented by Department of Labor regulations (29 C.F.R. § 3, “Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”). The Act provides that each contractor or subrecipient must be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The non-federal entity must report all suspected or reported violations to the federal awarding agency. Supplier must be in compliance with all applicable Davis-Bacon Act provisions.

C. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (40 U.S.C. § 3701-3708). Where applicable, all contracts awarded by the non-federal entity in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. §§ 3702 and 3704, as supplemented by Department of Labor regulations (29 C.F.R. § 5).

Under 40 U.S.C. § 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. § 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. This provision is hereby incorporated by reference into this Contract. Supplier certifies that during the term of an award for all contracts by Sourcewell resulting from this procurement process, Supplier must comply with applicable requirements as referenced above.

D. RIGHTS TO INVENTIONS MADE UNDER A CONTRACT OR AGREEMENT. If the federal award meets the definition of “funding agreement” under 37 C.F.R. § 401.2(a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that “funding agreement,” the recipient or subrecipient must comply with the requirements of 37 C.F.R. § 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by the awarding agency. Supplier certifies that during the term of an award for all contracts by Sourcewell resulting from this procurement process, Supplier must comply with applicable requirements as referenced above.

E. CLEAN AIR ACT (42 U.S.C. § 7401-7671Q.) AND THE FEDERAL WATER POLLUTION CONTROL ACT (33 U.S.C. § 1251-1387). Contracts and subgrants of amounts in excess of $150,000 require the non-federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. § 7401- 7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. § 1251- 1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA).

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Supplier certifies that during the term of this Contract will comply with applicable requirements as referenced above.

F. DEBARMENT AND SUSPENSION (EXECUTIVE ORDERS 12549 AND 12689). A contract award (see 2 C.F.R. § 180.220) must not be made to parties listed on the government wide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 C.F.R. §180 that implement Executive Orders 12549 (3 C.F.R. § 1986 Comp., p. 189) and 12689 (3 C.F.R. § 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. Supplier certifies that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation by any federal department or agency.

G. BYRD ANTI-LOBBYING AMENDMENT, AS AMENDED (31 U.S.C. § 1352). Suppliers must file any required certifications. Suppliers must not have used federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Suppliers must disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the non-federal award. Suppliers must file all certifications and disclosures required by, and otherwise comply with, the Byrd Anti-Lobbying Amendment (31 U.S.C. § 1352).

H. RECORD RETENTION REQUIREMENTS. To the extent applicable, Supplier must comply with the record retention requirements detailed in 2 C.F.R. § 200.333. The Supplier further certifies that it will retain all records as required by 2 C.F.R. § 200.333 for a period of 3 years after grantees or subgrantees submit final expenditure reports or quarterly or annual financial reports, as applicable, and all other pending matters are closed.

I. ENERGY POLICY AND CONSERVATION ACT COMPLIANCE. To the extent applicable, Supplier must comply with the mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act.

J. BUY AMERICAN PROVISIONS COMPLIANCE. To the extent applicable, Supplier must comply with all applicable provisions of the Buy American Act. Purchases made in accordance with the Buy American Act must follow the applicable procurement rules calling for free and open competition.

K. ACCESS TO RECORDS (2 C.F.R. § 200.336). Supplier agrees that duly authorized representatives of a federal agency must have access to any books, documents, papers and

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Rev. 3/2022 17
records of Supplier that are directly pertinent to Supplier’s discharge of its obligations under this Contract for the purpose of making audits, examinations, excerpts, and transcriptions. The right also includes timely and reasonable access to Supplier’s personnel for the purpose of interview and discussion relating to such documents.

L. PROCUREMENT OF RECOVERED MATERIALS (2 C.F.R. § 200.322). A non-federal entity that is a state agency or agency of a political subdivision of a state and its contractors must comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 C.F.R. § 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines.

M. FEDERAL SEAL(S), LOGOS, AND FLAGS. The Supplier cannot use the seal(s), logos, crests, or reproductions of flags or likenesses of Federal agency officials without specific pre-approval.

N. NO OBLIGATION BY FEDERAL GOVERNMENT. The U.S. federal government is not a party to this Contract or any purchase by a Participating Entity and is not subject to any obligations or liabilities to the Participating Entity, Supplier, or any other party pertaining to any matter resulting from the Contract or any purchase by an authorized user.

O. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS OR RELATED ACTS. The Contractor acknowledges that 31 U.S.C. 38 (Administrative Remedies for False Claims and Statements) applies to the Supplier’s actions pertaining to this Contract or any purchase by a Participating Entity.

P. FEDERAL DEBT. The Supplier certifies that it is non-delinquent in its repayment of any federal debt. Examples of relevant debt include delinquent payroll and other taxes, audit disallowance, and benefit overpayments.

Q. CONFLICTS OF INTEREST. The Supplier must notify the U.S. Office of General Services, Sourcewell, and Participating Entity as soon as possible if this Contract or any aspect related to the anticipated work under this Contract raises an actual or potential conflict of interest (as described in 2 C.F.R. Part 200). The Supplier must explain the actual or potential conflict in writing in sufficient detail so that the U.S. Office of General Services, Sourcewell, and Participating Entity are able to assess the actual or potential conflict; and provide any additional information as necessary or requested.

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R. U.S. EXECUTIVE ORDER 13224. The Supplier, and its subcontractors, must comply with U.S.

Executive Order 13224 and U.S. Laws that prohibit transactions with and provision of resources and support to individuals and organizations associated with terrorism.

S. PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT. To the extent applicable, Supplier certifies that during the term of this Contract it will comply with applicable requirements of 2 C.F.R. § 200.216.

T. DOMESTIC PREFERENCES FOR PROCUREMENTS. To the extent applicable, Supplier certifies that during the term of this Contract will comply with applicable requirements of 2 C.F.R. § 200.322.

22. CANCELLATION
Sourcewell or Supplier may cancel this Contract at any time, with or without cause, upon 60 days’ written notice to the other party. However, Sourcewell may cancel this Contract immediately upon discovery of a material defect in any certification made in Supplier’s Proposal. Cancellation of this Contract does not relieve either party of financial, product, or service obligations incurred or accrued prior to cancellation.

Sourcewell Peterbilt Motors Company
By: __________________________ By: __________________________ Jeremy Schwartz Phill Hall
Title: Chief Procurement Officer Title: National Fleet Sales Manager Date: ________________________ Date: ________________________

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Bid Number: RFP 032824 Vendor Name: Peterbilt Motors - MD Sales

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Bid Number: RFP 032824 Vendor Name: Peterbilt Motors - MD Sales

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Bid Number: RFP 032824 Vendor Name: Peterbilt Motors - MD Sales

Packet Pg. 266 Attachment: Peterbilt Contract 032824 (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) 7DEOH
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Bid Number: RFP 032824 Vendor Name: Peterbilt Motors - MD Sales

Packet Pg. 273 Attachment: Peterbilt Contract 032824 (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) 7DEOH
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Bid Number: RFP 032824 Vendor Name: Peterbilt Motors - MD Sales

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Bid Number: RFP 032824 Vendor Name: Peterbilt Motors - MD Sales

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Bid Number: RFP 032824 Vendor Name: Peterbilt Motors - MD Sales

Packet Pg. 283 Attachment: Peterbilt Contract 032824 (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 001
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214
DEALER CODE - T301 CUSTOMER NO - CGZ9 DATES
NAME AND ADDRESS STOCK REQ DELV 02/05/24

DOBBS PETERBILT - WEST SACRA
DELIVERY 01/31/24
825 STILLWATER RD STOCK 579 DAY CAB PRIC EFF 01/31/24
W SACRAMENTO CA 95605-1624
PREVIOUS CHASSIS NO.

THE FOLLOWING LIST DESCRIBES ALL COMPONENTS USED FOR THIS CHASSIS DIMENSIONS AND WEIGHTS FOR THE ENTIRE ORDER ARE STATED IN CUSTOMARY.

APPLICATION
COMMODITY HAULED 0091030 PROCESSED FOODS
INTENDED SERVICE 0093170 GENERAL FREIGHT
BODY LENGTH .00 IN BODY HEIGHT .00 IN
MAX LADEN WEIGHT .00 LBS

TRAILER
TRAILER TYPE 0096010 VAN
TRAILER LENGTH 53.00 FT TRAILER HEIGHT 13.50 FT
KINGPIN 36.00 IN CTR LINE AXLE GRP .00 IN
CORNER RADIUS 1.00 IN NO TRAILER AXLES 02

OPERATING AREA RESTRICTIONS
LENGTH 65.00 FT WIDTH 102.00 IN HEIGHT 13.50 FT
**** DEALER ASSIGNED:

CHASSIS
FRONT AXLE LOAD 12000.00 LBS REAR AXLE LOAD 40000.00 LBS GCW 80000.00 LBS WHEELBASE 195.00 IN FAX/BOC 68.20 IN CAB/AXLE 126.80 IN CAB/EOF 181.50 IN MAXIMUM GRADE 06 PERCENT HIGHWAY 100 % CLASS B 000 % CLASS C 000
% CLASS D 000
Packet Pg. 284 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 002
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214

SPECIAL REQUIREMENTS
SPECIAL RESTRICTIONS 0098010 CALIFORNIA REGISTRY

ENGINEERING ASSIGNED RATINGS
GAWR FRONT: 12,000.00 LBS
GAWR FIRST INTER 20,000.00 LBS SECOND INTER 20,000.00 LBS GAWR REAR: 0.00 LBS
GVWR: 52,000.00 LBS

CODE DESCRIPTION PUB CD PRICE WEIGHT
----- -------------- ---- ------ ------

BASE MODEL
0005791 MODEL 579 CONVENTIONAL P 219,128 14,680
0200614 SMARTWAY DESIGNATED - NOT SELECTED OR P 0 0

UNAVAILABLE FOR VEHICLE CONFIGURATION
0200700 NOT APPLICABLE P 0 0

SECONDARY MANUFACTURER

FRAME AND EQUIPMENT
0515030 10-5/8" STEEL RAILS TO 285" P 0 0
5/16" RAIL THICKNESS
0611790 ALUMINUM FRAME RAIL CROSSMEMBERS P 0 0

EXCLUDES SUSPENSION
0620480 FIFTH WHEEL BOLTED IPO HUCK FASTENED P 50 0

INC RAMPS/KINGPIN GUIDE WHEN REQUESTED
0622130 SWING CLEARANCE LESS THAN RECOMMENDED U 0 0

NOTIFY DEALER, CONTACT APPLICATIONS
0644000 EOF TRACTOR TAPERED WITH CROSSMEMBER P 0 0

INCL KINGPIN CUTOUT
0651010 PB REAR MUDFLAPS,PB HANGER STRAIGHT P 0 0
0651220 FURNISH MUDFLAP HNGRS ONLY OMIT FLAPS P 27- 8-

MUDFLAP/HANGER OPTION REQUIRED
0673010 POLYARMOR BLACK QUARTER FENDERS P 140 25

PETERBILT LOGO ON FLAP
0854110 JOST JSK37 FIFTH WHEEL TOP PLATE P 0 0
0870100 FIFTH WHEEL SETTING BHIND C/L BOGIE 10"
0890090 LH FIFTH WHEEL RELEASE P 0 0
0890540 6.6"-7" FIFTH WHEEL HEIGHT P 0 0
0890665 JOST LIGHTWEIGHT INBOARD SLIDER P 0 0
0890830 48" AIR SLIDE P 370 265
0898030 FIFTH WHEEL SLIDE CONTROLS P 0 0
0960000 FRAME MTD DECK PLATE AND ACCESS PKG, LH P 611 41 SIDE

FRONT AXLE AND EQUIPMENT
1012140 MERITOR MFS+12E 12,500 LBS., 3.5" DROP P 0 0
1099990 FRONT AXLE APPROVED U 0 0
N1090 * FRONT AXLE APPROVAL #137827 *
1111190 TAPER LEAF SPRINGS, SHOCKS 12,000 LBS. P 0 0
1243040 POWER STEERING SHEPPARD HD94 P 0 0
1250180 POWER STEERING RESERVOIR, FRAME MOUNTED P 0 0
1353550 PHP10 ALUMINUM PRESET+ HUBS - AIR DISC P 0 0

USE WITH FRONT AXLE
1380290 AIR DISC FRONT BRAKES P 0 0
1380380 TENNECO SHOCKS FOR STEER AXLE P 0 0
1380470 MERITOR WIDE TRACK IPO STD, FRONT AXLE P 0 15
MFS+ 3.5" DROP / MFS 3.74"
1390600 30 MM FRONT SPRING SPACER BLOCKS U 0 0

REAR AXLE AND EQUIPMENT
1527050 PACCAR DX-40 REAR AXLE 40,000 LBS. P 0 0 Packet Pg. 285 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 003
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214

CODE DESCRIPTION PUB CD PRICE WEIGHT
----- -------------- ---- ------ ------
1599980 REAR AXLE APPROVED U 0 0
N1590 * REAR AXLE APPROVAL #137827 *
1616295 PHP10 ALUMINUM PRESET+ HUBS - AIR DISC P 0 0
1680390 BENDIX ESP ELECTRONIC STABILITY PROGRAM P 0 0

WITH ATC, TRACTOR SERVICE
1680895 BENDIX FUSION NOT SELECTED P 1,177- 0

OR NOT AVAILABLE
1682710 ANTI-LOCK BRAKING SYSTEM (ABS) 6S6M P 108 27
1683235 OMIT SMARTIRE TIRE PRESSURE MONITORING P 446- 0

SYSTEM NEXT GEN TPMS
1684200 SYNTHETIC AXLE LUBRICANT ALL AXLES P 0 0
1687040 AIR DISC REAR BRAKES, TANDEM DRIVE AXLE P 0 0
1703250 RATIO 3.25 REAR AXLE P 0 0
1821970 PB LOW AIR LEAF 40,000 LBS., 52" AS P 707 59-

LIGHT WEIGHT
1922260 DASH MTD DUMP SWITCH WITH INDICATOR P 59 2

LIGHT FOR SUSPENSION

ENGINE AND ENGINE EQUIPMENT
2072830 PACCAR MX-13 485@1600 GV@2200 1650@1000 U 1,095 0 **NLA** REPLACED BY 2075820
2091130 VMUX ELECTRONICS ARCHITECTURE P 0 0
2091305 ENGINE IDLE SHUTDOWN TIMER ENABLED P 0 0
2091315 ENABLE EIST AMBIENT TEMP OVERRULE P 0 0
2091372 EFF EIST NA EXPIRATION MILES U 0 0
2091638 EFFECTIVE VSL SETTING 65.0 MPH U 0 0

OR GREATER (USA)
2092013 TYPICAL OPERATING SPEED 60 MPH P 0 0
2092027 MX RETARDER STATE CRUISE CONTROL ON P 0 0
(MANUAL MODE ENGINE PARAMETER)
2092033 POWERTRAIN OPTIMIZED FOR BALANCE P 0 0

SERVICE INCLUDES FREQUENT START AND

STOP CYCLES
2092056 DASH MTD PTO MODE CONTROL CAB/REMOTE P 14 0
SWITCH
2092067 PTO MODE CONTROL - CAB & REMOTE STATION P 0 0
2092075 ENABLE MX RETARDER AUTO RETARD P 0 0
(ENGINE PARAMETER)
2092079 DECLINE DRIVER PERFORMANCE ASSISTANT P 0 0
2092082 ENGINE MONITORING PROTECTION - DERATE P 0 0
(PACCAR MX)
2092108 PREDICTIVE CRUISE CONTROL PACKAGE P 0 0
N2069 AA086 75....MAX ACCEL PEDAL VEH SPD
N2070 AA003 58....CC MAX TARGET SPEED
N2071 AE002 650...IDLE TARGET
N2074 AE001 NO....ENBL MX RETARDER IN NEUTRAL
N2075 AA039 0.1...TIME DELAY FOR RTRDR ACT
N2076 AA038 2.....AUTO RTRDR VEH SPD OFFSET
N2077 AA037 4.....DSL SPD OFFSET
N2080 AA004 10....CC MIN ENABLE SPEED
N2083 AA006 MT....MULTI TORQUE IN CC
N2084 AA026 500...EIST PARKED MAX IDLE TIME
N2085 AA027 255...EIST STANDSTILL IDLE TIME
N2086 AA024 39....EIST LO AMBAIR TEMP OVRRDE
N2087 AA023 80....EIST HI AMBAIR TEMP OVRRDE
N2090 AA025 255...EIST PTO MAX IDLE TIME Packet Pg. 286 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 004
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214

CODE DESCRIPTION PUB CD PRICE WEIGHT
----- -------------- ---- ------ ------
N2091 AA029 YES...EIST RESET FROM ENG LOAD
N2093 AE003 ON....FIC ENABLE/DISABLE
N2094 AA042 1900..FIC MAX ENG SPEED
N2099 AA055 OFF...CAB: CLUTCH INTLK
2140200 CARB ENGINE IDLING COMPLIANCE P 0 0
2140410 ENGINE BRAKE CONTROLS LOC ON RH COLUMN P 0 0
2140450 REMOTE PTO/THROTTLE, 12-PIN, ENG BAY P 31 0

REMOTE CONTROL PROVISION
2140660 CARB EMISSION WARRANTY P 0 0
2141990 OMIT CHEVRON ENGINE OIL STICKER P 5- 0
(DELO)
N2101 AA058 ON A..CAB: PARK BRK INTLK
N2102 AA063 6.....CAB:MAX VEH SPEED
N2103 AA057 ON A..CAB: NEUTRAL INTLK
N2111 AA075 2000..REM: MAX ENG SPD-SW/ TSC1 CT
N2112 AA062 2000..CAB: MAX ENG SPD- SW CTRL
N2113 AA060 OFF...CAB: PRESET +/- SWITCH TYPE
N2114 AA068 YES...CAB: ACCEL ACTV IN CAB PTO
N2115 AA059 ON A..SER BRK INTLK: NO PTO
N2117 AA030 NO....EIST OVERRIDE FROM ENG LOAD
N2118 AA061 2000..CAB: MAX ENG SPD- ACCEL CTRL
N2119 AA031 0.....EIST EXPIRATION DISTANCE
N2120 AA064 650...CAB: MIN ENG SPD
N2122 AA065 800...CAB: DEDICATED PRESET (-)
N2123 AA032 YES...EIST ACCEL PEDAL RESET
N2124 AA033 YES...EIST SERVICE BRK RESET
N2125 AA034 YES...EIST CLUTCH PEDAL RESET
N2126 AA035 YES...EIST PTO OVERRIDE
N2127 AA066 900...CAB: DEDICATED PRESET (+)
N2129 AA077 800...REM: DEDICATED PRESET (-)
N2130 AA087 0.....VSL EXPIRATION DISTANCE
N2131 AA088 100...LRSL SPD LMT
N2132 AA076 650...REM: MIN ENG SPD
N2149 AA078 900...REM: DEDICATED PRESET (+)
N2158 AA079 DEDIC.REM: PRESET +/- SWITCH TYPE
N2160 AA070 OFF...REM: CLUTCH INTLK
N2164 AA019 YES...EIST PARK BRAKE RESET ENABLE
N2170 AA072 ON AD.REM: NEUTRAL INTLK
N2171 AA073 ON AD.REM: SER BRK INTLK: NO PTO
N2190 AA067 TRQ...CAB: ACCEL PEDAL TYPE IN PTO
N2191 AA022 30....EIST LO CLNT TEMP OVRRDE
N2192 AA013 BOTH..OFFSET MODE
N2193 AA009 0.....DRIVER REWARD VEH SPD BONUS
N2194 AA010 -5....DRIVER REWARD VEH SPD PNLTY
N2195 AA015 3.....MIN SPEED FOR DR SHIFT AID
N2196 AA016 1.....DSA LOWEST ACTV GEAR
N2197 AA017 10....DSA HIGHEST ACTV GEAR
N2198 AA074 2000..REM:MAX ENG SPD-ACCEL CTRL
N2199 AA069 YES...PTO REM PEDAL ENABLE
N2200 AA005 OFF...DYNAMIC CC ENABLE
N2201 AA049 CNCL..CAB: CUSTOM PRESET 1 FUNC
N2202 AA050 0.....CAB: CUSTOM PRESET 1
N2203 AA051 CNCL..CAB: CUSTOM PRESET 2 FUNC
N2204 AA052 0.....CAB: CUSTOM PRESET 2
N2205 AA053 CNCL..CAB: CUSTOM PRESET 3 FUNC Packet Pg. 287 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 005
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214

CODE DESCRIPTION PUB CD PRICE WEIGHT
----- -------------- ---- ------ ------
N2206 AA054 0.....CAB: CUSTOM PRESET 3
N2207 AA056 OFF...CAB: CUSTOM INTLK
N2208 AA043 CNCL..CAB/REM: CUSTOM PRESET 1 FUN
N2209 AA044 750...CAB/REM: CUSTOM PRESET 1
N2210 AA045 CNCL..CAB/REM: CUSTOM PRESET 2 FUN
N2211 AA046 850...CAB/REM: CUSTOM PRESET 2
N2212 AA047 CNCL..CAB/REM: CUSTOM PRESET 3 FUN
N2213 AA048 950...CAB/REM: CUSTOM PRESET 3
N2214 AA071 OFF...REM: CUSTOM INTLK
N2217 AQ001 4.....PCC MAX NEGATIVE OFFSET (AQ0
N2218 AQ002 4.....PCC MAX POSITIVE OFFSET (AQ0
2513060 PACCAR 160 AMP ALTERNATOR, BRUSHED P 0 0
2521090 IMMERSION TYPE BLOCK HEATER 110-120V P 0 0

SEE SALES TOOL DESC FOR PLUG LOCATION
2522080 PACCAR PREMIUM STARTER-MX ENGINES ONLY P 0 0
2538050 4 PACCAR PREMIUM 12V DUAL PURPOSE P 372 62
BATTERIES, 2920 CCA
2539410 BATTERY JUMPER TERMINAL P 140 4

MTD UNDER HOOD LH FRAME RAIL
2539720 LOW VOLTAGE DISCONNECT SYSTEM P 0 0
2621100 VARIABLE SPEED BELT DRIVEN FAN CLUTCH P 1,077 0 MX-11/MX-13 ENGINES
2738410 WABCO 25.9 CFM AIR COMPRESSOR - (MX) P 0 0
2811160 COMPRESSION BRAKE, MX P 0 0
2921180 PACCAR FUEL/WATER SEPARATOR ON ENGINE P 0 0

EXTENDED SERVICE INTERVAL PACCAR MX
3114270 HIGH EFFICIENCY COOLING SYSTEM P 0 0
3211140 (1) AIR CLEANER ENGINE MOUNTED P 0 0
3365280 EXHAUST SINGLE RH HORIZONTAL U 0 0
**NLA**

TRANSMISSION AND CLUTCH
4030040 PACCAR TX-12 PO-16F112C12 AUTOMATED P 0 0
12-SPEED, NO COOLER
4099980 TRANSMISSION APPROVED U 0 0
N4090 * TRANSMISSION APPROVAL #TR000332338 *
4210870 RPL20 DRIVELINE INTERAXLE P 0 0
4211350 RPL25 SD DRIVELINE, W/O MIDSHIP BEARING P 0 0
4252190 SHIFTER PLATE, PTO ACCESS HOLE P 67 0
4252610 COLUMN MOUNTED SHIFTER RH SIDE P 0 0
4253070 ECONOMY SHIFT CALIBRATION U 0 0

ENDURANT/PACCAR TRANSMISSIONS ONLY
4257050 NEUTRAL COAST MODE P 0 0

AUTOMATED TRANSMISSION

AIR AND TRAILER EQUIPMENT
4510190 BENDIX AD-HF AIR DRYER, HEATER P 0 0

COALESCING FILTER
4540420 NYLON CHASSIS HOSE P 0 0
4543320 STEEL PAINTED AIR TANKS P 0 0
4610920 SELF RETURNING BRAKE HAND VALVE P 0 0

DASH MOUNTED CONTROLS
4611590 GLADHANDS, PLUG, & ISO HOLDER MOUNTED P 39 4

BOC/BOS
4611660 HORIZONTAL AE MOUNTING BAR P 17 5

DOUBLE SPRING
4614000 AE CONNECTIONS BOC/BOS W/O HOSE TENNA P 206- 8- Packet Pg. 288 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 006
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214

CODE DESCRIPTION PUB CD PRICE WEIGHT
----- -------------- ---- ------ ------
4614850 12' AE LINES STRAIGHT, (2) 7-WAY PLUGS P 278 8
4615250 FITTING FOR F/O AIR PORT P 63 0

MOUNTED OUTBOARD OF DRIVER SEAT

TIRES AND WHEELS
5004300 FF: CN 16PLY 295/75R22.5 CONTI ECOPLUS P 0 6
HS3+ ETRTO
PART: CN05126160000 FET: 70
5104440 RR: CN 14PLY 295/75R22.5 HDL2+ P 0 48
PART: CN05211950000 FET: 200
5190008 Code-rear Tire Qty 08 0 0
5220770 FF: ALCOA ULA187 22.5X8.25 HIGH POLISH P 419 0
5320770 RR: ALCOA ULA187 22.5X8.25 HIGH POLISH P 1,676 0 5390008 Code-rear Rim Qty 08 0 0

FUEL TANKS
5552220 26" ALUM 110 GAL FUEL TANK RH BOC P 376 11
5556130 26" ALUM 80 GAL FUEL TANK LH BOC P 247 5
5603110 LOCATION RH BEHIND CAB 110 GAL
5604080 LOCATION LH BEHIND CAB 80 GAL
5652570 (2) SHUTOFF VALVES ON FUEL SUPPLY LINES P 24 0

DUAL DRAW / RETURN
5652890 DEF TANK MOUNTED LH BOC P 0 0
5652990 DEF TO FUEL RATIO 2:1 OR GREATER P 0 0
5655029 DEF TANK MEDIUM, 24 GAL P 230 22

BATTERY BOX AND BUMPER
6010030 ALUMINUM BATTERY BOX LH U/C P 0 0

NON-SLIP STEP
6040550 AFTERTREATMENT RH U/C ALUM NON-SLIP P 0 0

CAB ENTRY STEP
6111150 AERO BUMPER, MOLDED 3-PIECE P 80 0

PAINTED BODY COLOR

CAB AND EQUIPMENT
6515790 AERO 118 BBC ALUM CAB & METTON HOOD P 0 0
SBFA
6540490 3RD KEY - FOR SPARE P 276 0
6540660 SMARTSOUND CAB INSULATION PKG P 414 65
6700000 NO SLEEPER SELECTED P 0 0
6911100 PETERBILT ST DRIVER P 0 0
6921740 PETERBILT ST NON-ADJUSTABLE PASS SEAT P 0 0
6930580 DRIVERS ARMRESTS - LH & RH P 170 4
6931120 SEAT BELT COLOR ORANGE IPO STANDARD P 11 0
BLACK
6939400 AIR RIDE DRIVER P 0 0
6939420 HIGH BACK DRIVER P 0 0
6939480 MORDURA DRIVER P 92 0
6939510 NON-AIR RIDE PASSENGER P 0 0
6939520 HIGH BACK PASSENGER P 0 0
6939580 MORDURA PASSENGER P 92 0
6939660 STATIC RISER UNDER PASSENGER SEAT P 0 0

PETERBILT PASS NON-ADJUSTABLE SEAT
7000025 STEERING WHEEL W/MULTI FUNCTION P 0 0

WITH PB LOGO, AUDIO AND CC
7001520 ADJUSTABLE STEERING COLUMN P 0 0

TILT/TELESCOPE
7001580 VANITY MIRRORS ON INSIDE SUNVISORS P 23 0
7037150 PREMIER INTERIOR - STERLING GRAY P 934 0 Packet Pg. 289 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 007
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214

CODE DESCRIPTION PUB CD PRICE WEIGHT
----- -------------- ---- ------ ------
7040150 RUBBER FLOOR IPO CARPET - PLAT/PREMIER P 36- 6-

INTERIOR FOR CAB
7210420 DARK WINDOW TINT IPO STD - DAY CAB P 30 0
7210540 DAY CAB REAR WINDOW P 0 0
7210550 1-PIECE GLASS REAR CAB WINDOW FIXED P 0 0
7230060 ONE-PIECE CURVED WINDSHIELD P 0 0
7230360 POWER DOOR LOCKS AND POWER WINDOW LIFTS P 0 0

STANDARD
7322010 COMBO FRESH AIR HEATER/AIR CONDITIONER P 0 0
7330880 ADTL FINE PARTICULATE FLTR FOR HVAC SYS P 19 1
N/A WITH EMBER FILTER 7330890
7410040 OUTSIDE SUNVISOR - STAINLESS STEEL P 978 8
N/A W/ 2.1M HR SLEEPER
7514020 AERO REAR VIEW MIRROR HOUSING P 0 0

BODY COLOR (SAME COLOR AS VEHICLE BODY)
7514050 LOOK DOWN MIRROR OVER PASSENGER DOOR P 0 0

WITH BLACK HOUSING
7514110 PB ADVANCED AERO REAR VIEW MIRROR P 99 3

MOTORIZED & HEATED W/INTEGRATED CONVEX
7610500 AIR HORN MOUNTED UNDER CAB P 0 0
7721050 SATELLITE RADIO P 237 0

REQUIRES USB PORT & BT FOR PHONE/AUDIO
7722120 CONCERTCLASS, AM/FM,WB, 3.5 AUX P 415 10
7725710 STANDARD SPEAKER PACKAGE FOR CAB P 60 4
(2) SPEAKERS
7728030 RADIO MUTE WHEN AUTOMATIC OR AUTOMATED P 0 0

TRANSMISSION IN REVERSE
7728040 BLUETOOTH PHONE & AUDIO P 56 0

REQUIRES USB PORT
7728050 USB PORT P 56 0
7740220 UNIDEN PC78LTX CB RADIO MTD CENTER OF P 226 10

HEADER WITHOUT WEATHERBAND
7743020 (1) ANTENNA FOR FACTORY INSTALLED P 98 1

OR F/O CB, MTD VERTICAL CENTER BOC/BOS
7788055 SmartLINQ REMOTE DIAGNOSTICS P 0 0
7789810 WIRING PROV - F/O TELEMATICS P 84 0
WITH J1939, POWER AND GROUND CONNECTION
7851040 REMOVABLE BUGSCREEN BEHIND GRILLE P 183 2
7851140 LOAD LOCK BRACKET FOR 4 BARS P 263 13

RH BOC/BOS
7851480 PB ELEC WINDSHIELD WIPERS P 0 0

W/INTERMITTENT FEATURE
7852020 CAB AIR SUSPENSION P 250 15
7852050 AUTO RESET CIRCUIT PROTECTION P 19 0

DAYCAB AND SLEEPER
7870560 18" CAB SIDE EXTENDERS, INCLUDES 6.5" P 1,090 46

RUBBER FLARES FOR DAYCAB ONLY
7871440 PAINTED CAB ROOF FAIRING TO BACK OF CAB P 5,060 129

EXTENDER
7900090 TRIANGLE REFLECTOR KIT P 36 13

SHIP LOOSE
7900320 FIRE EXTINGUISHER, MTD INBOARD DRIVER P 74 8
SEAT
7901130 BACKUP ALARM (107 DB) P 137 3
8011800 DRIVE AXLE #1 FRONT OIL TEMP GAUGE P 126 0

LOCATED IN DIGITAL CLUSTER DISPLAY
Packet Pg. 290 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 008
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214

CODE DESCRIPTION PUB CD PRICE WEIGHT
----- -------------- ---- ------ ------
8011810 DRIVE AXLE #2 REAR OIL TEMPERATURE GAUG P 135 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8011830 ENGINE OIL TEMPERATURE P 0 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8012240 GUARD(S) FOR REAR AXLE HEAT GAUGE P 68 2
8021800 AIR FILTER RESTRICTION PRESSURE GAUGE P 0 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8021810 BRAKE APPLICATION AIR PRESSURE(TRACTOR) P 0 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8021820 BRAKE APPLICATION AIR PRESSURE(TRAILER) P 120 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8021830 INCREASED AIR FILTER FULL INDICATION P 0 0

FOR AIR FILTER RESTRICTION GAUGE
8021860 SUSPENSION AIR PRESSURE 1 (LOAD) P 144 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8021880 TRAILER RESERVOIR AIR PRESSURE P 0 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8070000 DISABLE BRAKE LIGHT WITH ENGINE BRAKE P 0 0
8070260 SWITCH TO DEACTIVATE ATC P 0 0

TRACTION CONTROL
8070810 ENGINE MANIFOLD PRESSURE (TURBO BOOST) P 0 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8070820 ENGINE PERCENT TORQUE P 0 0

LOCATED IN DIGITAL CLUSTER DISPLAY
8070830 MAIN INSTRUMENTATION PANEL P 0 0
DIGITAL CLUSTER 15" DISPLAY
8110130 HEADLIGHTS LED COMPOSITE P 1,328 15

FENDER MOUNTED
8120990 (5) MARKER LIGHTS, AERO LED P 0 0

ON ROOF, VISOR, OR FAIRING
8130010 LED FOG/DRIVING LIGHTS RECESSED IN BMPR P 830 15 8133960 DAYTIME RUNNING LIGHTS P 0 0

REQUIRED ON ALL CANADIAN VEHICLES
8134160 SELF-CANCELING TURN SIGNAL P 0 0
8140060 LED OVAL STOP/TURN/TAIL/BACKUP P 27 7-

IN TRACTOR TAPER EOF XMBR
8151190 (2) LOAD LIGHTS, LED,FLUSH MTD LOW INBD P 205 4

BOC/BOS
8152780 (2) LED BRACKET MOUNTED LOW OUTBOARD P 406 6

BOC/BOS
PAINT
8500710 STANDARD PAINT COLOR SELECTION P 200- 0
8530770 (1) COLOR AXALTA TWO STAGE PAINT P 0 0

CAB/HOOD
N8502 A - L0006EY WHITE
N8520 FRAME L0001EA BLACK
N8530 FENDER L0006EY WHITE
N8532 ROOF FAIRING L0006EY WHITE
N8540 HOOD TOP L0006EY WHITE
N8550 CAB ROOF L0006EY WHITE
N8570 BUMPER L0006EY WHITE

MISCELLANEOUS
9407147 FUEL PRICE INDEX FACTOR $213 NET P 0 0
9409030 DAY CAB / PREMIER INTERIOR (DR) P 0 0
9409055 STATE REGISTRY: CALIFORNIA P 0 0 Packet Pg. 291 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck) PETERBILT CHASSIS FINAL BILL PAGE 009
VMXXR036-1 FOR VIN 1XPBDP9X4SD721213 AS OF 01/31/24
UNIT TYPE 1 OF FLEET 721210 THRU 721214

CODE DESCRIPTION PUB CD PRICE WEIGHT
----- -------------- ---- ------ ------
9409831 2021 SERIES EMISSIONS ENGINE U 0 0

WARRANTY ONLY
9490055 APPLICATIONS CONTACT: U 0 0
CARLOS VILLALOBOS (940) 591-4244
N9994 EMAIL: [email protected]
N9995 CELL PHONE:

N9996 SALESPERSON ID: OLEN HUNTER
N9997 DEALER CONTACT
N9998 NAME: OLEN HUNTER PH:

N9999 CRV 11/10/23 OC004
** TOTAL ESTIMATED WEIGHT 15,519
TOTAL LIST PRICE 240,192

BELOW CHARGES NOT INCLUDED IN TOTAL LIST PRICE
ADJUSTED LIST PRICE 240,192
PROMOTION PROGRAM CODE 0001376 @ 0.00 % 0

SURCHARGE/OPTIONS NO DISC
9408599 - NET DISCOUNT $(2,559) 2,559-
MX-13 PP1 485HP 3YR/300K CARB
9408654 - SmartLINQ RD/OTA 3YR SUB 499

PACCAR MX ENGINES
9408705 - BASE WARR: EMISSIONS (CARB OPERATION) 3,495
5YR/350K MI - MX Engine > 460HP
TOTAL SURCHARGE/OPTIONS NOT SUBJECT TO DISC 1,435

OPTIONAL EXT WTY & PRV MNT
9400090 - PETERBILT CLASS 8 STANDARD COVERAGE 0
1 YEAR/100,000 MILES (160,000 KM)
9400092 - PACCAR MX STANDARD COVERAGE 0
2 YRS/250,000 MI (400,000 KM)/6,250 HRS
9485870 - PROTECTION PLAN 1 MX-13 >=485HP (CARB) 1,425
3 YRS / 300K MI (480K KM)
TOTAL OPTIONAL EXT WTY & PRV MNT 1,425
TOTAL TIRE FET INCLUDED -- AS PRODUCED 270
MRKTG PROGS, PROMOS, SERVICE & TECHNOLOGY 1,395
** WEIGHT SHOWN HERE IS AN ENGINEERING ESTIMATE AND DOES NOT INCLUDE UNPUBLISHED OPTIONS. ACTUAL "SHIPPING" WEIGHT MAY VARY.

SHIP CD : ISD0001
DLR/BUS : NONE
ADDRESS1 :

ADDRESS2 :

CITY : ST: ZIP/PSTL:

CONTACT : ISD0001-NONE
PH :

CTRY : US
SHIP CD : FNLDEST
DLR/BUS : T301
ADDRESS1 : 825 Stillwater Road
ADDRESS2 :

CITY : West Sacramento ST: CA ZIP/PSTL: 95605
CONTACT : Olen Hunter
PH : 916-441-6151
CTRY : US
Packet Pg. 292 Attachment: PSD721213 specs and list price (4.11(d)--Purchase of One 2025 Peterbilt 579 Transfer Truck)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the following actions relative to Bid Negotiation No. 5508, Construction on State Highway in Redding on Route 273 from Yuba Street to Tehama Street and on California Street from Tehama Street to Eureka Way:
(1) Award to S.T. Rhoades Inc., in the amount of $2,954,838.50; (2) Approve $400,000 to cover the cost of administration and inspection fees; (3) Approve $750,000 for project development costs;
(4) Approve $300,000 to provide construction contingency funding; (5) Authorize the City Manager to approve additional increases in either the construction management or construction contingency amount up to a total of $50,000; and (6) Find that the Project is categorically exempt from the California Environmental Quality Act, pursuant to Section 15301 – Existing Facilities and Section 15302 – Replacement or Reconstruction.

Fiscal Impact
The City of Redding (City) and the California Department of Transportation (Caltrans) will share the costs of the California Street Bikeway Project (Project) advertised as Construction on State Highway in Redding on Route 273 from Yuba Street to Tehama Street and on California Street and on California Street from Tehama Street to Division Street. Caltrans will contribute State Highway Operation Protection Program construction capital funds in the amount of $2,870,000.

In addition, a portion of project funding from the Redding Downtown Loop and Affordable Housing (RDLAH) Projects’ Affordable Housing and Sustainable Community (AHSC) Program grant award in the amount of $1,289,000 and the City’s Streets Division in the amount of $1,000,000. Total project budgeted funds are $5,159,000.

MEETING DATE: September 3, 2024
ITEM NO. 4.11(e )
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(e)--Award Bid Negotiation No. 5508 Construction on State Highway in Redding on Route 273 From Yuba Street to Tehama Street and on California Street from Tehama Street to Eureka Way
Michael Webb, Public Works
Director
Packet Pg. 293
Report to Redding City Council August 28, 2024
Re: 4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award Page 2 Due to various delays in this project related to design complexities and previous funding gaps, the balance of AHSC Program funds, approximately $400,000, will need to be invoiced to the state for reimbursement by December 2024. If all of the AHSC Program funds are not eligible or able to be invoiced by that date, Street funds will be used to backfill the funding. There are adequate Street funds budgeted to backfill the funding, if necessary.

Cost Summary
Item Estimated
Project Development Costs $750,000
Construction Contract + Contingency $3,254,838.50
Contract Administration, Inspection, Testing $400,000
Additional City Manager Authority $50,000
Total Project Costs $4,454,838.50
Project Budget $5,159,000
Project cost components are estimates and some shifting between project funding sources, project development, construction management, and construction contingency funds may be necessary to balance the project within the approved budget.

Alternative Action
The City Council may choose not to award the project and provide alternate direction. If the project does not move forward, the City would jeopardize and potentially be required to pay back AHSC grant funding previously spent for the Redding Downtown Loop and Affordable Housing.

In addition, it would jeopardize the City’s partnership with Caltrans and state funding allocated to this project and lose valuable grant funding.

Background/Analysis
Attached is a tabulation of bids received and opened on August 21, 2024, for the project. The low bid in the amount of $2,954,838.50 was received from S.T. Rhoades Construction, Inc of Redding, California. The engineer's estimate was $3,514,000. Total project development costs for this project are estimated to be $750,000. Project development costs include engineering, surveying, right-of-way, environmental, consultant services, Caltrans coordination and permit fees.

In October of 2016, Housing and Community Development awarded the City and K2 Development Company, Inc., AHSC Program funding in the amount of $20 million for the RDLAH Project located at 1551 Market Street. The RDLAH Project included construction of a four-story, mixed-use building and a subterranean parking facility. In addition, the RDLAH Project included reestablishment of the formerly abandoned street rights-of-way and reconstruction of pedestrian and bicycle-friendly streets along portions of Market, Yuba, and Butte Streets known as the Downtown Streets Circulation (DSC) Project; as well as constructing a separated, two-way bikeway on California Street known as the California Street Bikeway Project. The RDLAH and DSC Projects were completed in February 2021.

The Bikeway Project proposes to construct a separated two-way bikeway, also referred to as a cycletrack, on California Street from Yuba Street to Division Street. The Bikeway Project work includes constructing curbs, curb ramps, asphalt concrete paving, intersection signal installations, storm drainage improvements, pavement markings, and other miscellaneous items of work.

Packet Pg. 294
Report to Redding City Council August 28, 2024
Re: 4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award Page 3 Environmental Review
Staff has determined that the project is categorically exempt from environmental review pursuant to the California Environmental Quality Act Guidelines Section 15301 – Existing Facilities and Section 15302 - Replacement or Reconstruction. Class 1 exemptions include the operation, repair and alteration of existing structures and facilities including the installation of bicycle lanes. Class 2 exemptions consist of replacement or reconstruction where the new structure will be located on the same site and will have substantially the same purpose and capacity. The project will add bicycle facilities within the existing right of way. The facility will have the same purpose and capacity and will result in negligible expansion of use, as new vehicle lanes are not proposed.

The project has been reviewed for sensitive resources such as threatened or endangered species or their habitats, sensitive vegetation communities, tribal lands, or tribal cultural resources. The project has no potential to have a significant effect on the environment.

Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work and play in the City of Redding.” Attachments
^Location Map
^Bid Tabulation
^Notice of Exemption
Packet Pg. 295
Packet Pg. 296 Attachment: ^Location Map (4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award) BID TABULATION FOR:

California Street Bikeway
Bid Schedule No.: 5508

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL 1 Construction Staking LS 1 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $65,000.00 $65,000.00 2 Lead Compliance Plan LS 1 $1,500.00 $1,500.00 $1,800.00 $1,800.00 $5,000.00 $5,000.00 3 Develop Water Supply LS 1 $2,000.00 $2,000.00 $3,000.00 $3,000.00 $10,000.00 $10,000.00 4 Construction Area Signs LS 1 $20,000.00 $20,000.00 $11,475.00 $11,475.00 $16,500.00 $16,500.00 5 Traffic Control System LS 1 $600,000.00 $600,000.00 $365,500.00 $365,500.00 $135,000.00 $135,000.00 6 Type III Baricade EA 15 $200.00 $3,000.00 $125.00 $1,875.00 $245.00 $3,675.00 7 Temporary Pavement Marking
(Paint) LF 800 $15.00 $12,000.00 $5.00 $4,000.00 $2.00 $1,600.00 8 Temporary Traffic Stripe (Paint) LF 4500 $3.00 $13,500.00 $2.00 $9,000.00 $3.00 $13,500.00 9 Plastic Traffic Drums EA 54 $100.00 $5,400.00 $100.00 $5,400.00 $175.00 $9,450.00 10 Temporary Pedestrian Access Route LS 1 $20,000.00 $20,000.00 $5,000.00 $5,000.00 $25,000.00 $25,000.00 11 Portable Changeable Message Sign
(LS) LS 1 $40,000.00 $40,000.00 $4,000.00 $4,000.00 $16,000.00 $16,000.00 12 Job Site Management LS 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $45,000.00 $45,000.00 13 Prepare Water Pollution Control
Program LS 1 $3,000.00 $3,000.00 $1,000.00 $1,000.00 $20,000.00 $20,000.00 14 Temporary Drainage Inlet Protection LS 1 $4,000.00 $4,000.00 $8,000.00 $8,000.00 $8,000.00 $8,000.00 15 Street Sweeping LS 1 $20,000.00 $20,000.00 $15,500.00 $15,500.00 $65,000.00 $65,000.00 16 Temporary Concrete Washout LS 1 $2,000.00 $2,000.00 $8,000.00 $8,000.00 $10,000.00 $10,000.00 17 Remove Yellow Thermoplastic
Traffic Stripe (Hazardous Waste) LF 1540 $6.00 $9,240.00 $8.00 $12,320.00 $11.00 $16,940.00 18 (F) Roadway Excavation CY 500 $300.00 $150,000.00 $100.00 $50,000.00 $150.00 $75,000.00 19 (F) Structure Backfill (Slurry Cement) CY 7 $500.00 $3,500.00 $300.00 $2,100.00 $2,000.00 $14,000.00 20 Micro-surfacing SY 9000 $12.00 $108,000.00 $11.16 $100,440.00 $7.00 $63,000.00 21 Hot Mix Asphalt (Type A) TON 1600 $210.00 $336,000.00 $180.00 $288,000.00 $255.00 $408,000.00 22 Tack Coat TON 4 $1,000.00 $4,000.00 $800.00 $3,200.00 $2,200.00 $8,800.00 23 Cold Plane Asphalt Concrete
Pavement SQYD 4040 $25.00 $101,000.00 $12.00 $48,480.00 $16.00 $64,640.00 24 (F) Structural Concrete, Drainage Inlet CY 9 $5,000.00 $45,000.00 $4,500.00 $40,500.00 $12,000.00 $108,000.00 25 Structural Concrete (Traffic
Separator Curb, Type A) SQFT 3800 $40.00 $152,000.00 $65.00 $247,000.00 $85.00 $323,000.00 26 Structural Concrete (Traffic
Separator Curb, Type B) SQFT 1700 $25.00 $42,500.00 $55.00 $93,500.00 $100.00 $170,000.00 27 (F) Concrete Backfill (Pipe Trench) CY 9 $500.00 $4,500.00 $300.00 $2,700.00 $2,225.00 $20,025.00 28 15" Reinforced Concrete Pipe LF 124 $300.00 $37,200.00 $375.00 $46,500.00 $295.00 $36,580.00

ENGINEER'S EST
S T Rhoades Construction,
Inc SnL Group, Inc
Packet Pg. 297 Attachment: ^Bid Tabulation (4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award) BID TABULATION FOR:

California Street Bikeway
Bid Schedule No.: 5508

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL

ENGINEER'S EST
S T Rhoades Construction,
Inc SnL Group, Inc
29 18" Reinforced Concrete Pipe LF 6 $450.00 $2,700.00 $555.00 $3,330.00 $2,000.00 $12,000.00 30 48" Precast Concrete Pipe Manhole LF 14 $1,250.00 $17,500.00 $1,800.00 $25,200.00 $3,700.00 $51,800.00 31 Remove Culvert LF 30 $75.00 $2,250.00 $200.00 $6,000.00 $340.00 $10,200.00 32 Remove Inlet EA 1 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $10,000.00 $10,000.00 33 Adjust Frame and Cover to Grade
(Manhole) EA 3 $5,000.00 $15,000.00 $1,575.00 $4,725.00 $4,000.00 $12,000.00 34 Modify Inlet EA 1 $5,000.00 $5,000.00 $4,250.00 $4,250.00 $8,000.00 $8,000.00 35 Detectable Warning Surface SQFT 325 $65.00 $21,125.00 $38.00 $12,350.00 $68.00 $22,100.00 36 (F) Minor Concrete (Curb and Gutter) CY 24 $2,000.00 $48,000.00 $2,050.00 $49,200.00 $2,000.00 $48,000.00 37 (F) Minor Concrete (Flush Curb) CY 6 $1,000.00 $6,000.00 $2,050.00 $12,300.00 $3,000.00 $18,000.00 38 (F) Minor Concrete (Driveway) CY 2 $2,000.00 $4,000.00 $2,050.00 $4,100.00 $5,000.00 $10,000.00 39 (F) Minor Concrete (Sidewalk) CY 65 $1,500.00 $97,500.00 $2,050.00 $133,250.00 $1,500.00 $97,500.00 40 (F) Minor Concrete (Curb Ramp) CY 12 $2,000.00 $24,000.00 $4,000.00 $48,000.00 $1,800.00 $21,600.00 41 Frame and Grate EA 4 $2,200.00 $8,800.00 $1,010.00 $4,040.00 $5,500.00 $22,000.00 42 Manhole Frame and Cover EA 6 $2,000.00 $12,000.00 $615.00 $3,690.00 $6,000.00 $36,000.00 43 Remove Fire Hydrant Assembly EA 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 44 Fire Hydrant Assembly EA 1 $25,000.00 $25,000.00 $18,500.00 $18,500.00 $23,000.00 $23,000.00 45 Street Lighting LS 1 $250,000.00 $250,000.00 $170,000.00 $170,000.00 $215,000.00 $215,000.00 46 Adjust Frame and Cover (Water
Valve) EA 1 $1,500.00 $1,500.00 $1,450.00 $1,450.00 $75,000.00 $75,000.00 47 Paint Curb (2-Coat) SQFT 200 $8.00 $1,600.00 $9.00 $1,800.00 $13.00 $2,600.00 48 Remove Pavement Marker EA 100 $2.50 $250.00 $2.50 $250.00 $7.00 $700.00 49 Object Marker (Type K) EA 11 $100.00 $1,100.00 $96.50 $1,061.50 $102.00 $1,122.00 50 Remove Roadside Sign EA 4 $150.00 $600.00 $145.00 $580.00 $300.00 $1,200.00 51 Reset Roadside Sign (One Post) EA 2 $250.00 $500.00 $705.00 $1,410.00 $400.00 $800.00 52 Furnish Single Sheet Aluminum Sign
(0.063"-Unframed) SQFT 80 $30.00 $2,400.00 $34.50 $2,760.00 $30.00 $2,400.00 53 Pavement Marker (Retroreflective) EA 151 $10.00 $1,510.00 $12.00 $1,812.00 $18.00 $2,718.00 54 Roadside Sign - One Post EA 19 $500.00 $9,500.00 $395.00 $7,505.00 $825.00 $15,675.00 55 6" Thermoplastic Traffic Stripe
(Enhanced Wet Night Visibility) LF 6750 $2.50 $16,875.00 $1.95 $13,162.50 $3.00 $20,250.00 56 8" Thermoplastic Traffic Stripe
(Enhanced Wet Night Visibility) LF 795 $4.00 $3,180.00 $3.50 $2,782.50 $6.00 $4,770.00 57 Remove Thermoplastic Traffic Stripe LF 3250 $3.00 $9,750.00 $2.00 $6,500.00 $3.00 $9,750.00 Packet Pg. 298 Attachment: ^Bid Tabulation (4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award) BID TABULATION FOR:

California Street Bikeway
Bid Schedule No.: 5508

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL

ENGINEER'S EST
S T Rhoades Construction,
Inc SnL Group, Inc
58 Remove Thermoplastic Pavement
Marking SQFT 1240 $18.00 $22,320.00 $3.50 $4,340.00 $5.00 $6,200.00 59 Thermoplastic Pavement Marking
(Enhanced Wet Night Visibility) SQFT 5200 $18.50 $96,200.00 $7.00 $36,400.00 $9.00 $46,800.00 60 Preformed Thermoplastic Pavement
Marking SQFT 3000 $25.00 $75,000.00 $23.00 $69,000.00 $29.00 $87,000.00 61 Methyl Methacrylate Paint Pavement
Marking (Green) SQFT 2300 $25.00 $57,500.00 $16.00 $36,800.00 $21.00 $48,300.00 62 Maintaining Existing Traffic
Management System Elements
During Construction LS 1 $4,000.00 $4,000.00 $5,000.00 $5,000.00 $10,000.00 $10,000.00 63 Modifying Signal and Lighting
Systems (Yuba Street) LS 1 $90,000.00 $90,000.00 $78,000.00 $78,000.00 $90,000.00 $90,000.00 64 Modifying Signal and Lighting
Systems (Tehama Street) LS 1 $300,000.00 $300,000.00 $300,000.00 $300,000.00 $350,000.00 $350,000.00 65 Modifying Signal and Lighting
Systems (Shasta Street) LS 1 $100,000.00 $100,000.00 $30,000.00 $30,000.00 $82,000.00 $82,000.00 66 Modifying Flashing Beacon Systems LS 1 $80,000.00 $80,000.00 $40,000.00 $40,000.00 $77,000.00 $77,000.00 67 Mobilization LS 1 $300,000.00 $300,000.00 $375,000.00 $375,000.00 $142,000.00 $142,000.00 TOTAL - CONTRACT ITEMS $3,514,000.00 $2,954,838.50 $3,460,195.00 Packet Pg. 299 Attachment: ^Bid Tabulation (4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award) BID TABULATION FOR:

California Street Bikeway
Bid Schedule No.: 5508
ITEM DESCRIPTION UNIT QTY 1 Construction Staking LS 1 2 Lead Compliance Plan LS 1 3 Develop Water Supply LS 1 4 Construction Area Signs LS 1 5 Traffic Control System LS 1 6 Type III Baricade EA 15 7 Temporary Pavement Marking
(Paint) LF 800
8 Temporary Traffic Stripe (Paint) LF 4500 9 Plastic Traffic Drums EA 54 10 Temporary Pedestrian Access Route LS1
11 Portable Changeable Message Sign
(LS) LS
1 12 Job Site Management LS
1 13
Prepare Water Pollution Control
Program LS
1 14 Temporary Drainage Inlet Protection LS
1 15 Street Sweeping LS1
16 Temporary Concrete Washout LS1
17 Remove Yellow Thermoplastic
Traffic Stripe (Hazardous Waste) LF 1540
18 (F) Roadway Excavation CY 500
19 (F) Structure Backfill (Slurry Cement) CY7
20 Micro-surfacing SY 9000
21 Hot Mix Asphalt (Type A) TON 1600
22 Tack Coat TON4
23 Cold Plane Asphalt Concrete
Pavement SQYD 4040
24 (F) Structural Concrete, Drainage Inlet CY
9 25
Structural Concrete (Traffic
Separator Curb, Type A) SQFT 3800
26 Structural Concrete (Traffic
Separator Curb, Type B) SQFT 1700
27 (F) Concrete Backfill (Pipe Trench) CY
9 28 15" Reinforced Concrete Pipe LF 124

AVERAGES
PRICE
$105,000.00
$6,800.00
$13,000.00
$27,975.00
$500,500.00
$370.00
$7.00
$5.00
$275.00
$30,000.00
$20,000.00
$55,000.00
$21,000.00
$16,000.00
$80,500.00
$18,000.00
$19.00
$250.00
$2,300.00
$18.16
$435.00
$3,000.00
$28.00
$16,500.00
$150.00
$155.00
$2,525.00
$670.00
Packet Pg. 300 Attachment: ^Bid Tabulation (4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award) BID TABULATION FOR:

California Street Bikeway
Bid Schedule No.: 5508

ITEM DESCRIPTION UNIT QTY
29 18" Reinforced Concrete Pipe LF6
30 48" Precast Concrete Pipe Manhole LF 14
31 Remove Culvert LF 30
32 Remove Inlet EA1
33 Adjust Frame and Cover to Grade
(Manhole) EA
3 34 Modify Inlet EA
1 35 Detectable Warning Surface SQFT 325
36 (F) Minor Concrete (Curb and Gutter) CY 24
37 (F) Minor Concrete (Flush Curb) CY6
38 (F) Minor Concrete (Driveway) CY2
39 (F) Minor Concrete (Sidewalk) CY 65
40 (F) Minor Concrete (Curb Ramp) CY 12
41 Frame and Grate EA4
42 Manhole Frame and Cover EA6
43 Remove Fire Hydrant Assembly EA1
44 Fire Hydrant Assembly EA1
45 Street Lighting LS1
46 Adjust Frame and Cover (Water
Valve) EA
1 47 Paint Curb (2-Coat) SQFT 200
48 Remove Pavement Marker EA 100
49 Object Marker (Type K) EA 11
50 Remove Roadside Sign EA4
51 Reset Roadside Sign (One Post) EA2
52 Furnish Single Sheet Aluminum Sign
(0.063"-Unframed) SQFT 80
53 Pavement Marker (Retroreflective) EA 151
54 Roadside Sign - One Post EA 19
55 6" Thermoplastic Traffic Stripe
(Enhanced Wet Night Visibility) LF 6750
56 8" Thermoplastic Traffic Stripe
(Enhanced Wet Night Visibility) LF 795
57 Remove Thermoplastic Traffic Stripe LF 3250

AVERAGES
PRICE
$2,555.00
$5,500.00
$540.00
$12,000.00
$5,575.00
$12,250.00
$106.00
$4,050.00
$5,050.00
$7,050.00
$3,550.00
$5,800.00
$6,510.00
$6,615.00
$20,000.00
$41,500.00
$385,000.00
$76,450.00
$22.00
$9.50
$198.50
$445.00
$1,105.00
$64.50
$30.00
$1,220.00
$4.95
$9.50
$5.00
Packet Pg. 301 Attachment: ^Bid Tabulation (4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award) BID TABULATION FOR:

California Street Bikeway
Bid Schedule No.: 5508

ITEM DESCRIPTION UNIT QTY
58 Remove Thermoplastic Pavement
Marking SQFT 1240
59 Thermoplastic Pavement Marking
(Enhanced Wet Night Visibility) SQFT 5200
60 Preformed Thermoplastic Pavement
Marking SQFT 3000
61 Methyl Methacrylate Paint Pavement
Marking (Green) SQFT 2300
62 Maintaining Existing Traffic
Management System Elements
During Construction LS
1 63
Modifying Signal and Lighting
Systems (Yuba Street) LS
1 64
Modifying Signal and Lighting
Systems (Tehama Street) LS
1 65
Modifying Signal and Lighting
Systems (Shasta Street) LS
1 66 Modifying Flashing Beacon Systems LS
1 67 Mobilization LS1

TOTAL - CONTRACT ITEMS

AVERAGES
PRICE
$8.50
$16.00
$52.00
$37.00
$15,000.00
$168,000.00
$650,000.00
$112,000.00
$117,000.00
$517,000.00
$3,207,516.75
Packet Pg. 302 Attachment: ^Bid Tabulation (4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award) Packet Pg. 303
Attachment: ^Notice of Exemption (4.11(e )--Award Bid Negotiation No. 5508 CA St Bikeway Award)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the following actions relative to Bid Negotiation No. 5500 (Job No. 3697), American Rescue Plan Act Storm Drain Project:
(1) Award to RTA Construction Inc., in the amount of $826,640 for the Base Bid, an additional $125,400 for Additive Alternate 1, and an additional $79,000 for Additive Alternate 2;
(2) Approve an additional $155,000 to cover the cost of administration and inspection fees; (3) Approve $103,000 to provide construction contingency funding; (4) Approve $306,447 for project development costs;
(5) Authorize the City Manager to approve additional increases in either the construction management or construction contingency amounts up to a total of $25,000; and (6) Find that the Project is categorically exempt from review under the California Environmental Quality Act, pursuant to Section 15301– Existing Facilities and Section 15302 – Replacement or Reconstruction.

Fiscal Impact
The American Rescue Plan Act (ARPA) Storm Drain Project is being funded by $1,143,656 in ARPA funds and $476,831 of Fiscal Year 2024-25 Capital Storm Drains funds.

MEETING DATE: September 3, 2024
ITEM NO. 4.11(f)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(f)--Award Bid Negotiation No. 5500 (Job Order No. 3697) ARPA Storm Drain Project
Cost Summary
Item Estimated
Project Development Costs $306,447
Construction Contract + Contingency $1,134,040
Contract Administration, Inspection, Testing $155,000
Additional City Manager Authority $25,000
Total Project Costs $1,620,487
Total Project Budget $1,620,487
Michael Webb, Public Works
Director
Packet Pg. 304
Report to Redding City Council August 26, 2024
Re: 4.11(f)--ARPA Storm Drain Project Page 2
Project cost components are estimates and some shifting of the project development, construction management, and construction contingency funds may be necessary to balance the project within the approved budget.

Alternative Action
The City Council (Council) may choose not to award the bid for the ARPA Storm Drain Project and direct Storm Drain maintenance crews to continue monitoring the multiple deteriorating storm drain facilities.

Background/Analysis
Attached is the tabulation of bids received and opened on August 12, 2024. The low bid in the amount of $826,640 was received from RTA Construction Inc., of Redding, California. The engineer’s estimate was $686,197. Total project development costs for this project are estimated to be $306,447. Project development costs include engineering, surveying, and environmental.

The project consists of replacing deteriorating storm drain facilities in several locations as follows:
• Harpole Road area will replace three undersized catch basins with larger openings;
• Fairway Avenue area will replace a 40-inch by 67-inch metal arch pipe with a 3- foot by 6-foot concrete box culvert (Additive Alternate 1); • Robert Court area will replace a 40-inch by 67-inch metal arch pipe with a 3-foot by 6-foot concrete box culvert (Additive Alternate 2);
• Victor Avenue area will replace a 40-inch by 67-inch metal arch pipe with a 3- foot by 6-foot concrete box culvert;
• Wilson Avenue area will replace a 36-inch by 22-inch metal storm drain pipe with a new 30-inch concrete pipe;
• Placer Street area will replace an existing concrete pipe with a new 24-inch high density polyethylene pipe (HDPE); and
• Masonic Avenue, at the former Redding Area Bus Authority bus stop, will replace the 18-inch metal storm drain pipe with a new 18-inch HDPE pipe, as well as replace the existing broken catch basin lids.

In addition, the project includes replacing asphalt concrete paving, curb, gutter, sidewalk, and other miscellaneous items of as detailed on the plans and in the specifications.

Environmental Review
Staff has determined that the project is categorically exempt from environmental review under the California Environmental Quality Act, pursuant to Sections 15301 – Existing Facilities and Section 15302 - Replacement or Reconstruction. Class 1 exemptions include the minor alteration of existing public structures and facilities. Class 2 exemptions consists of replacement or reconstruction where the new structure will be located on the same site and will have substantially the same purpose and capacity. The existing utilities will be replaced and extended to provide reliable service that meets public health and safety standards, and the project will result in a negligible expansion of use. The project area has been reviewed for sensitive resources Packet Pg. 305
Report to Redding City Council August 26, 2024
Re: 4.11(f)--ARPA Storm Drain Project Page 3
such as wetlands, threatened or endangered species or their habitats, sensitive vegetation communities, cultural resources and hazardous waste sites. The project has no potential to have a significant effect on the environment.

ARPA allows funds to be used for necessary investments in water, sewer, or broadband infrastructure, and the National Environmental Policy Act does not apply to ARPA funds administered through the U.S. Treasury Department. No further action is required.

CITY OF REDDING

LOCATION MAP

EXHIBIT A

PUBLIC WORKS ARPA STORM DRAIN PROJECT

DEPARTMENT

WILSON AVE

MASONIC AVE

VICTOR AVE

PLACER ST

HARPOLE RD
Packet Pg. 307 Attachment: ^Location Map (4.11(f)--ARPA Storm Drain Project) BID TABULATION FOR:

ARPA Storm Drain Project
Bid Schedule No.: 5500
8/12/2024 UNIT UNIT UNIT

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL 1 Water Pollution Control LS 1 $2,500.00 $2,500.00 $9,000.00 $9,000.00 $6,700.00 $6,700.00 2 Traffic Control LS 1 $23,000.00 $23,000.00 $20,000.00 $20,000.00 $35,000.00 $35,000.00 3 Construction Area Signs EA 20 $300.00 $6,000.00 $245.00 $4,900.00 $450.00 $9,000.00 4 Curb and Gutter (6") LF 200 $80.00 $16,000.00 $150.00 $30,000.00 $80.00 $16,000.00 5 Trench Sheeting and Shoring LS 1 $17,000.00 $17,000.00 $1,600.00 $1,600.00 $2,900.00 $2,900.00 6 Storm Drain Pipe (12" CPP) LF 142 $450.00 $63,900.00 $300.00 $42,600.00 $250.00 $35,500.00 7 Storm Drain Pipe (18" HDPE) LF 45 $380.00 $17,100.00 $1,200.00 $54,000.00 $1,080.00 $48,600.00 8 Storm Drain Pipe (24" HDPE) LF 214 $200.00 $42,800.00 $260.00 $55,640.00 $416.00 $89,024.00 9 Storm Drain Pipe (30" RCP) LF 510 $300.00 $153,000.00 $300.00 $153,000.00 $386.00 $196,860.00 10 Storm Drain Pipe (3' x 10' RBC) LS 1 $188,097.00 $188,097.00 $268,000.00 $268,000.00 $220,000.00 $220,000.00 11 Wilson Avenue Easement Miscellaneous LS 1 $15,000.00 $15,000.00 $40,000.00 $40,000.00 $9,000.00 $9,000.00 12 Catch Basin No.3 EA 1 $6,000.00 $6,000.00 $13,000.00 $13,000.00 $13,000.00 $13,000.00 13 Catch Basin No.4 EA 2 $6,000.00 $12,000.00 $13,000.00 $26,000.00 $15,000.00 $30,000.00 14 Catch Basin No.3 (Modified) EA 3 $6,000.00 $18,000.00 $26,000.00 $78,000.00 $28,000.00 $84,000.00 15 Storm Drain Manhole (Type 1-5') EA 1 $10,000.00 $10,000.00 $9,000.00 $9,000.00 $16,000.00 $16,000.00 16 Remove Trees LS 1 $75,000.00 $75,000.00 $5,000.00 $5,000.00 $9,000.00 $9,000.00 17 Water Main (8"DIP) LF 26 $800.00 $20,800.00 $650.00 $16,900.00 $365.00 $9,490.00 TOTAL BASE BID $686,197.00 $826,640.00 $830,074.00
Additive Alternate 1
18 Traffic Control LS 1 $1,000.00 $1,000.00 $2,000.00 $2,000.00 $26,000.00 $26,000.00 19 Construction Area Signs EA 4 $300.00 $1,200.00 $250.00 $1,000.00 $400.00 $1,600.00 20 Storm Drain Pipe (18" RCP) LF 14 $250.00 $3,500.00 $600.00 $8,400.00 $1,400.00 $19,600.00 21 Storm Drain Pipe (3 x 6 RBC) LS 1 $92,929.00 $92,929.00 $114,000.00 $114,000.00 $194,000.00 $194,000.00 TOTAL ADDITIVE ALTERNATE 1 $98,629.00 $125,400.00 $241,200.00 Additive Alternate 2
22 Traffic Control LS 1 $1,000.00 $1,000.00 $2,000.00 $2,000.00 $21,000.00 $21,000.00 23 Construction Area Signs EA 4 $300.00 $1,200.00 $250.00 $1,000.00 $400.00 $1,600.00 24 Storm Drain Pipe (3 x 6 RBC) LS 1 $53,566.00 $53,566.00 $76,000.00 $76,000.00 $152,000.00 $152,000.00 TOTAL ADDITIVE ALTERNATE 2 $55,766.00 $79,000.00 $174,600.00 TOTAL - BASE BID PLUS ADDITIVE ALTERNATES 1 & 2 $840,592.00 $1,031,040.00 $1,245,874.00 ENGINEER'S EST RTA Construction Inc SnL Group, Inc
Shaded areas indicate corrections made in accordance with the Special Provisions. Page 1 of 2 Packet Pg. 308 Attachment: ^Bid Tab (4.11(f)--ARPA Storm Drain Project) BID TABULATION FOR:

ARPA Storm Drain Project
Bid Schedule No.: 5500
8/12/2024

ITEM DESCRIPTION UNIT QTY
1 Water Pollution Control LS 1
2 Traffic Control LS 1
3 Construction Area Signs EA 20
4 Curb and Gutter (6") LF 200
5 Trench Sheeting and Shoring LS 1
6 Storm Drain Pipe (12" CPP) LF 142
7 Storm Drain Pipe (18" HDPE) LF 45
8 Storm Drain Pipe (24" HDPE) LF 214
9 Storm Drain Pipe (30" RCP) LF 510
10 Storm Drain Pipe (3' x 10' RBC) LS 1
11 Wilson Avenue Easement Miscellaneous LS 1
12 Catch Basin No.3 EA 1
13 Catch Basin No.4 EA 2
14 Catch Basin No.3 (Modified) EA 3
15 Storm Drain Manhole (Type 1-5') EA 1
16 Remove Trees LS 1
17 Water Main (8"DIP) LF 26

TOTAL BASE BID
Additive Alternate 1
18 Traffic Control LS 1
19 Construction Area Signs EA 4
20 Storm Drain Pipe (18" RCP) LF 14
21 Storm Drain Pipe (3 x 6 RBC) LS 1
TOTAL ADDITIVE ALTERNATE 1
Additive Alternate 2
22 Traffic Control LS 1
23 Construction Area Signs EA 4
24 Storm Drain Pipe (3 x 6 RBC) LS 1
TOTAL ADDITIVE ALTERNATE 2
TOTAL - BASE BID PLUS ADDITIVE ALTERNATES 1 &

AVERAGES

UNIT UNIT UNIT

PRICE TOTAL PRICE TOTAL PRICE
$11,467.05 $11,467.05 $36,500.00 $36,500.00 $15,916.76
$54,724.00 $54,724.00 $100,000.00 $100,000.00 $52,431.00 $435.75 $8,715.00 $450.00 $9,000.00 $395.19
$140.24 $28,048.00 $40.00 $8,000.00 $102.56
$15,905.66 $15,905.66 $20,000.00 $20,000.00 $10,101.42
$180.66 $25,653.72 $404.00 $57,368.00 $283.67
$751.22 $33,804.90 $880.00 $39,600.00 $977.81
$252.20 $53,970.80 $502.00 $107,428.00 $357.55
$323.29 $164,877.90 $550.00 $280,500.00 $389.82
$245,768.46 $245,768.46 $322,000.00 $322,000.00 $263,942.12 $74,941.32 $74,941.32 $143,000.00 $143,000.00 $66,735.33 $7,096.83 $7,096.83 $15,000.00 $15,000.00 $12,024.21
$9,554.50 $19,109.00 $11,000.00 $22,000.00 $12,138.63
$14,735.34 $44,206.02 $12,000.00 $36,000.00 $20,183.84
$8,863.25 $8,863.25 $15,000.00 $15,000.00 $12,215.81
$8,897.24 $8,897.24 $40,000.00 $40,000.00 $15,724.31
$1,386.75 $36,055.50 $2,000.00 $52,000.00 $1,100.44
$842,104.65 $1,303,396.00 $950,553.66
$15,925.00 $15,925.00 $20,000.00 $20,000.00 $9,581.25
$882.00 $3,528.00 $890.00 $3,560.00 $855.50
$704.63 $9,864.82 $750.00 $10,500.00 $49,013.66
$173,612.30 $173,612.30 $250,000.00 $250,000.00 $179,204.10 $202,930.12 $284,060.00 $213,397.53
$12,020.00 $12,020.00 $20,000.00 $20,000.00
$882.00 $3,528.00 $890.00 $3,560.00
$139,541.84 $139,541.84 $225,000.00 $225,000.00
$155,089.84 $248,560.00 $192,749.95
$1,200,124.61 $1,836,016.00 $1,356,701.14
Eddie Axner Construction,
Inc Sunrise Excavating
Shaded areas indicate corrections made in accordance with the Special Provisions. Page 2 of 2 Packet Pg. 309 Attachment: ^Bid Tab (4.11(f)--ARPA Storm Drain Project) Packet Pg. 310
Attachment: NOE ARPA Storm Drain Project (4.11(f)--ARPA Storm Drain Project)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve the formation of an ad-hoc committee consisting exclusively of two appointed City Council members to develop elements of a long-term lease for the Rodeo Grounds which will accelerate any future negotiations with the Rodeo Association should the City Council determine, at a later date, it wishes to consider approval of a long-term lease. The ad-hoc committee will be temporary in nature and is expected to complete its task no later than July 1, 2025.

Fiscal Impact
There will be no impact to the General Fund other than staff time necessary to support the ad-hoc committee.

Alternative Action
The City Council (Council) could choose not to form the ad-hoc committee.

Background/Analysis
At its meeting of August 20, 2024, the Council consented to an Item 12 proposal from Council Member Joshua Johnson to create an ad-hoc committee to develop various elements associated with a long-term lease of the Rodeo Grounds. Creating the committee would allow for a meaningful discussion regarding procedural issues and key lease terms with the intent of reducing the time necessary to negotiate a long-term lease should the Council ultimately decide that such a lease is in the best interest of the community. Items to be considered by the committee would include, but not be limited to, the Surplus Land Act, the length of lease, prevailing wage requirements, lease value, lease boundaries, California Environmental Quality Act requirements, and the built environment.

MEETING DATE: September 3, 2024
ITEM NO. 9.1(a)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 9.1(a)--Consider formation of an Ad-Hoc Committee to develop various elements of a long-term lease for the Rodeo Grounds.

Barry Tippin, City Manager
Packet Pg. 311
Report to Redding City Council August 27, 2024
Re: 9.1(a)--Consider Formation of Ad-Hoc Committee Regarding Long Term Lease of Rodeo Grounds Page 2
The formation of an ad-hoc committee requires it consist of less than a quorum of the Council Members and exclusively of members of the Council. It also must have a single purpose and have a limited duration. For these reasons, the Council should consider appointment of two of its members to serve as the ad-hoc committee and establish July 1, 2025 or sooner as the sunset date of the committee.

Environmental Review
This item is not a project as defined under the California Environmental Quality Act, and no further action is required.

Council Priority/City Manager Goals
• Communication and Transparency – “Improve the quality of communication with the public and City employees to enhance knowledge and increase transparency to improve public trust.”
Packet Pg. 312

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Informational item only.

MEETING DATE: September 3, 2024
ITEM NO. 9.6(b)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 9.6(b)--Oral report regarding the planned City Fair for City of Redding utilities and other services to be held at the Sundial Bridge on October 19, 2024.

Travis Menne, Director of
Community Services
Packet Pg. 313

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve increases to the budget in the amount of $935,000 for the continuation of C-10387, Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt Concrete Pavement on Placer Street Project and, in accordance with Public Code Section 22050(c)(1), make a determination by a four-fifths vote that there is a need to continue the emergency work.

Fiscal Impact
The Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt Concrete Pavement on Placer Street Project (Project) costs will be funded by the City of Redding’s (City) Wastewater, Water and Streets Divisions. The updated, estimated total project cost of the repairs is $3,405,000. The additional increase to budget will largely be funded by the Streets Division ($715,000) due to increased paving costs and Wastewater and Water Divisions ($220,000) due to underground repair increases.

Alternative Action
The City Council (Council) may choose not to authorize an increase to the project budget and provide alternate direction to staff.

Background/Analysis
On May 7, 2024, Council adopted an emergency resolution for the project and authorized the negotiation of an emergency public works contract with Cox & Cox Construction (Contractor).

Staff prepared an initial estimate for the project for the utility repairs and Placer Street paving.

This estimate was prepared relative to the budget that was recaptured from the original uncompleted project and based on initial negotiations with the contractor, it was anticipated by staff that additional funds would be required to fully complete the project. Additional costs were unknown at the time of project commencement and staff recently received the estimated costs to MEETING DATE: September 3, 2024
ITEM NO. 9.11(g)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 9.11(g)--Consider increase to the Emergency Repair and Replacement of Substandard Sewer Pipe and Failing Asphalt Concrete Pavement on Placer Street Project Budget.

Michael Webb, Public Works
Director
Packet Pg. 314
Report to Redding City Council September 3, 2024
Re: 9.11(g)--Approve Project Budget increase re: Emergency Repair & Replacement - PlacerPage 2 complete the project after the posting of the project update staff report.

The table below provides further details of the contractor’s progress based on actual work performed to date as well as the projection of funds to complete the project. Staff is requesting the following funds:

The project proposes to replace substandard sewer pipe, associated infrastructure, failing asphalt concrete and other miscellaneous public health and safety work, on Placer Street and within the Magnolia Area Sewer Improvement Phase I project limits.

COST SUMMARY
Item Awarded
Amount
Balance Adjusted
ed Amount
Projected
Amount
This Increase
Contract Administration,
Inspection, Testing
$370,000 $170,000 $0 $370,000 $0
Construction Contingency $2,100,000 $500,000 $935,000 $3,035,000 $935,000 Totals $2,470,000 $670,000 $935,000 $3,035,000 $935,000 Packet Pg. 315

CITY OF REDDING

APPROVED
Packet Pg. 316 Attachment: Previous Staff Report (9.11(g)--Approve Project Budget increase re: Emergency Repair & Replacement - Placer) Report to Redding City Council May 2, 2024
Re: 9.11(f)--Emergency Repair and Replace Substandard Sewer Pipe and Failing Pavement on Placer St. Page 2
Alternative Action
The City Council (Council) may choose to not authorize the award of an emergency contract, and instead have staff prepare plans and specifications to award a contract to the low bidder in accordance with state and local contracting procedures. Or, Council could provide alterative direction to staff.

The Resolution has been approved as to form by the City Attorney.

APPROVED
Packet Pg. 317 Attachment: Previous Staff Report (9.11(g)--Approve Project Budget increase re: Emergency Repair & Replacement - Placer) Report to Redding City Council May 2, 2024
Re: 9.11(f)--Emergency Repair and Replace Substandard Sewer Pipe and Failing Pavement on Placer St. Page 3
Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work, and play in the City of Redding.” Attachments
^Resolution
^Location Map
^Notice of Exemption

APPROVED
Packet Pg. 318 Attachment: Previous Staff Report (9.11(g)--Approve Project Budget increase re: Emergency Repair & Replacement - Placer) RESOLUTION NO. 2024-____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDDING TO

AUTHORIZE THE CITY MANAGER TO AWARD AN EMERGENCY
CONSTRUCTION CONTRACT TO REPAIR AND REPLACE SUBSTANDARD SEWER PIPE AND FAILING ASHPHALT CONCRETE

1. The City Council of the City of Redding finds that the recitals set forth above are true and correct and are hereby adopted as findings of fact.

APPROVED
Packet Pg. 319 Attachment: Previous Staff Report (9.11(g)--Approve Project Budget increase re: Emergency Repair & Replacement - Placer)

3. The City Council of the City of Redding therefore authorizes the City Manager to award an emergency construction contract to repair the sewer system and roadway along Placer Street.

4. The action authorized herein shall be reviewed by the City Council at all regular meetings of the Council until such time as the City Council determines that the emergency is abated.

I HEREBY CERTIFY that the foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Redding on the 7th day of May, 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

APPROVED
Packet Pg. 320 Attachment: Previous Staff Report (9.11(g)--Approve Project Budget increase re: Emergency Repair & Replacement - Placer) CITY OF REDDING LOCATION MAP MAGNOLIA AREA SEWER IMPROVEMENTS - PHASE 1 EMERGENCY REPAIRS PUBLIC WORKS DEPARTMENT LOCATION PROJECT ORIGINAL REPAIR AREA EMERGENCY APPROVED Packet Pg. 321
Attachment: Previous Staff Report (9.11(g)--Approve Project Budget increase re: Emergency Repair & Replacement - Placer) APPROVED Packet Pg. 322
Attachment: Previous Staff Report (9.11(g)--Approve Project Budget increase re: Emergency Repair & Replacement - Placer)

Redding City CouncilSeptember 3, 2024

Redding City Council
September 3, 2024