TABLE OF CONTENTS
TABLE OF CONTENTS
SECTION 00 31 46 PERMITS
SECTION 01 10 00 SUMMARY OF WORK
SECTION 03 30 00 SITE CONCRETE
SECTION 12 93 00 SITE FURNISHINGS
SECTION 32 31 13 CHAIN LINK FENCING
SECTION 32 84 00 IRRIGATION SYSTEM
APP
ENDICES
A: Permits (provided by the City/Project Owner)
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Maidu, Central & Crabb Parks- Fence Additions
February 2023
Section 00 31 46: Permits
SECTION 00 31 46
PERMITS
PART 1 - GENERAL
1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.
C. The intent of this Section is to furnish bidders with the known list of required permits for the Work under the Contract Documents . Bidders should note that the list is not necessarily complete and that additional requirements may exist or arise.
1.02 Permits
A. The Contractor shall obtain copies of the following permits from the Project Manager. Copies of these shall be obtained prior to start of work and shall be kept on the jobsite.
1. State Water Resources Control Board General Permit for Discharges of Storm Water Associated with Construction Activity:
The City has prepared and submitted the SWPPP and Notice of Intent (NOI) to the State Water Resources Control Board. Prior to starting construction, Contractor shall obtain coverage under and comply with the General Permit for Discharges of Storm Water Associated with Construction Activity (Construction General Permit Order 2009- 0009-DWQ). The City will prepare and submit the NOT when permanent BMP’s have been installed.
2. City of Roseville Department of Development Services, Grading Permit for all Work related to this project.
B. Contractor shall comply with the conditions of these permits, and will be solely responsible for all costs associated with meeting permit conditions unless specifically specified otherwise in these Contract Documents.
C. A copy of the permit is included in the Appendix of the Project Manual. A trench/excavation permit must be on file with the City. Submit a copy of the notification letter to CAL OSHA, which outlines the project, and contracted scope of work.
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Maidu, Central & Crabb Parks – Fence Additions
February 2023
Section 00 31 46: Permits
PART 2 - PRODUCTS
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PART 3 - EXECUTION
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END OF SECTION
FOR COUNCIL APPROVAL
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Maidu, Central & Crabb Parks- Fence Additions
February 2023
Section 01 10 00: Summary of Work
SECTION 01 10 00
SUMMARY OF WORK
PART 1 - GENERAL
1.01 General
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.
1.02 Project Description
A. Project Name and address:
Central Park – 10200 Fairway Drive, Roseville CA
Crabb Park – 1000 Scarborough Drive, Roseville CA
Maidu Park – 1550 Maidu Drive, Roseville CA
B. Project description/scope of work:
The scope of this project includes …The addition of warning track and outfield fence for Central Park and Crabb Park, and perimeter fencing for Maidu Park soccer fields and aggragate walking shoulder along bike trail. Renovation of the irrigation system to reflect the fence and warning track additions at all locations.
C. The Contractor, prior to submission of his bid, shall visit the site and become familiar with the physical site conditions, the plans and specifications . All existing site conditions, apparent in a detailed, on- site inspection, shall be a part of the project . Submission of a bid shall represent the Contractor’s acknowledgment of the existing site conditions and its effect on the implementation of the contract documents.
1.03 Engineering
A. Field Engineering, as a part of this contract, shall include:
1. Layout of the work and establishment of lines and grades.
2. Said work to be performed by a California Registered Civil Engineer or a California licensed Land Surveyor.
3. When discrepancies between the drawings and actual site conditions are discovered, notify the Inspector for instruction on how to proceed.
4. All work shall:
a) Establish indicated layout in relation to the property survey and existing reference points.
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February 2023
Section 01 10 00: Summary of Work
b) Establish and preserve permanent reference points during the course of construction.
c) Set locations and elevations of all site elements as required for proper completion of the work.
1.04 Permits, Fees and Notices
A. The Contractor and/or his assigned Subcontractors shall obtain any and all required permits (beyond those provided in the Appendix) from all governing authorities, including other City Departments, prior to start of construction.
1.05 Construction Plans
A. Any discrepancies or omissions found in the Contract Documents shall be reported to the City’s project manager immediately. The City’s project manager will clarify discrepancies or omissions, in writing, within a reasonable time.
B. In resolving inconsistencies among two or more sections of the Contract Documents, precedence shall be given in the following order:
1. Notice to Contractors
2. Special Provisions
3. City of Roseville Parks Construction Standards
4. City of Roseville Design and Construction Standards
5. Drawings
Addenda shall take precedence over all sections referenced therein. Figure dimensions on Drawings shall take precedence over scale dimensions .
Detailed Drawings shall take precedence over general Drawings.
1.06 Definitions
A. The term “accepted” where used within, shall mean accepted in writing by the City of Roseville’s Project Manager.
B. The term “Inspector”, where noted, shall mean the project representative, appointed by the City of Roseville, who will oversee the project on a day -to- day basis.
C. The term “Project Manager”, where noted, shall mean the project representative appointed by the Parks Department.
D. The term “Consultant”, where noted, shall mean the prime Consultant listed on the cover sheet of these Specifications.
E. The term “accepted equal”, where used herein, shall mean the equal in the opinion of the Project Manager, in consultation with the Consultant, when necessary, and as accepted in writing by the Project Manager.
F. The term “Project Owner”, where used herein, shall mean the landowner or developer.
G. The term “provide”, where used herein, shall mean furnish and install complete.
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Section 01 10 00: Summary of Work
H. The term “as selected”, where used herein, shall mean as selected by the Consultant and as accepted by the Project Manager.
I. The term “substantially complete”, where used herein, shall mean the state of which the project can be used in the manner of which it is intended with the exception of minor items as determined by the Project Manager.
J. See Section 1 of the General Conditions for additional definitions and terms.
1.07 Standards
A. Numerous standards are referenced in these contract documents . The referenced standards shall be the current edition as of the date of these contract documents. Also, see Section 4 - 1.02 of the General Conditions.
B. The codes adopted by the City, County, State and federal agencies shall govern minimum requirements for this project. Where codes conflict with these Specifications, the more stringent shall apply, and such conflicts shall be brought to the attention of the Project Mana ger. Caltrans Standards shall be applied where specifically referenced . In the absence of specific reference requirements in the contract documents, the applicable codes shall govern.
C. In addition to the standards noted in individual sections of these Specifications, standards of the following organizations shall be noted by initials only.
1. ANSI: American National Standards Institute.
2. ASTM: American Society for Testing and Materials.
1.08 Submittals
A. All submittals shall be submitted at one time within ten (10) working days from issuance of Notice to Proceed. The review time for submittals shall be as noted in Section 2 - 1.04 of the Special Conditions . Items returned for re - submittal shall be returned to the City within two weeks
B. The Contractor shall include a cover sheet indicating the following (A sample is provided in Section 5: Forms):
1. Drawing sheet or specification section reference (by section, paragraph and sub-paragraph numbers);
2. Item description;
3. Indication whether this item is “as specified” or “proposed substitution” and
4. A space for itemized response summary, e.g. “reviewed” or “resubmit”.
C. Contractor shall provide submittals electronically in PDF file format and physical product samples as required in specifications. It shall be the Contractor’s responsibility to ensure that the summary sheet is included in the submittal package. Incomplete submittal packages (i.e., the lack of a summary sheet or lack an appropriate product sample) will not be reviewed.
D. Proposed substitution requests must include a compari son between the originally specified item and the proposed substitute. The burden of proof of
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February 2023
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compliance for proposed substitutions with project requirements rests with the Contractor. Coordination of the installation of accepted substitutions, including incidental changes/modifications to accommodate proposed products shall be at no additional cost to the Owner.
E. Where required in specified Section of these Specifications, submittals shall include proof of order of site furnishings, play equipment or other materials within two weeks (ten working days) of receipt of the returned, approved submittal. Submittals of orders shall be made at one time. Exceptions will be considered, with justification.
1.09 Tests
A. In addition to Section 4 - 1.03 of the General Conditions, testing and inspections may be performed by a private testing laboratory . The testing laboratory, provided by the City, shall be under the direction of a California registered civil engineer. All work shall conform to requirements set forth by ASTM B329, and shall be acceptable to the City.
B. Copies of the laboratory reports/results of each test or inspection shall be provided to the Project Manager, Inspector and Contractor.
1.10 Temporary Facilities
A. Sanitary provisions shall be the responsibility of the Contractor . Existing restroom facilities shall be not utilized by the Contractor, his Sub-contractors, or employees thereof, unless specifically accepted by the Project Manager .
Provide chemical toilets or water closets and urinals connected to the sewer in a location accepted by the Project Manager.
B. Barricades shall be the responsibility of the Contractor and shall be erected as necessary to protect the property, the construction and the public from hazards due to construction.
C. Signs, other than those identified in these Specifications, shall be prohibited .
Notices, required by law, shall be posted and maintained.
1.11 Utilities
A. All utility fees, including, but not limited to, connection fees, installation fees, meters, monthly service fees and cost of utilities used during the course of construction and establishment are considered a direct cost and are the responsibility of the Contractor until project acceptance by City Council.
1.12 Dust/Noise Control Requirements
A. Dust and other air pollution nuisances on or adjacent to the site shall be abated, per Section 2 - 1.07 of the General Conditions . Dirt shall not be allowed to accumulate on streets or sidewalks nor be washed into sewer.
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Section 01 10 00: Summary of Work
B. Noise from construction operations shall be kept to a minimum. Allowable hours of operations shall be from 7 a.m . to 7 p.m. Monday through Friday. Work on weekends and holidays must be approved by the project manager . Work on weekends and holidays shall not begin before 8 a.m . and must be completed by 8 p.m.
1.13 Tree Replacement Schedule
A. Trees damaged or removed without prior approval shall be replaced at an inch per inch basis on- site, except otherwise accepted. New stock shall follow the table provided:
Plant Size Inch Value
3 Five Gallon Stock One Inch
1 Fifteen Gallon Stock One Inch
1 24” Box Stock Two Inches
1 36” Box Stock Three Inches
1.14 Inspection of Construction
A. In addition to the routine inspections performed by the Parks Inspector, portions of work may be inspected by the other city department s. Notify the Parks Inspector and Project Manager a minimum of 48 hours prior to date of inspection.
B. The Parks Inspector shall be the main line of communication between the site superintendent, the project manager and other City department inspectors .
Changes in scope of work or standards shall be approved by the project manager.
C. Refer to the parks inspection record. This shall be issued at the Pre- Construction meeting and shall be utilized by the Contractor throughout the course of construction . A completed “hard card” shall be submitted to the Project Manager along with required turn in items (See 1.19 this Section) upon final acceptance of the project. The Notice of Completion shall not be filed until all record documents have been received and accepted.
1.15 Adverse Impacts to Site Conditions Due to Con struction A. Impacts that affect the site conditions to the detriment of the park or streetscape Impacts that affect the site conditions to the detriment of the park or streetscape construction or long term viability of the site shall be mitigated by the contractor prior to acceptance of the project . Such impacts shall include, but are not limited to:
1. Soil compaction in non-structural areas;
2. Diesel or gas fuel leaks/spillage;
3. Buried concrete or other construction debris;
4. Hazardous material contamination;
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Section 01 10 00: Summary of Work
5. Lime treatment in planting areas;
6. and more.
1.16 Pre-final (Punch List) Review
A. Notify, in writing, to the Parks Construction Inspector, that the work is substantially complete. Substantially complete is defined as “the state of work where it may be used in a suitable and intended manner with exception of minor corrections”. Partial acceptances will not be granted. Items to be reviewed as a part of substantial completion include:
1. All construction items
2. Installation of all site furnishings, including lights and signs
3. Seeding or sodding of all turf areas
4. All planting, including weeding of planted areas
5. The irrigation system is fully functioning as designed and as confirmed by the landscape irrigation audit.
B. Within five workings days of receipt of notification, the Parks Construction Inspector will confirm substantial completion. The Parks Construction Inspector will schedule the punch list walk (pre-final review) within five working days after the project has been determined as substantially complete. A formal punch list will be developed at the punch list walk. The Parks Construction Inspector will provide a copy of the formal punch list to the Contractor within five working days of punch list walk. Performance of the punch list walk does not automatically trigger the start of establishment.
1. If at any point during this review that it becomes apparent that the Contractor has not properly prepared for the site review, the inspection shall immediately be terminated and re-scheduled at such a time as the site has been readied for a review. Any costs for the re- scheduling of the review shall be the responsibility of the Contractor. Lack of site preparation could delay start of the establishment period.
C. Concurrent to the pre -final review, the City will make a formal request for all required turn-in items to be submitted to the City. All turn -in items shall be submitted to the City (single point of contact), at one time and only by appointment. Do not drop off the turn-in items at the front counter and without an appointment.
D. Once all turn-in items have been confirmed to be complete and accurate, the establishment period may be considered to begin. The City shall have sole discretion in determining the appropriateness of the commencement of the establishment period and shall notify the developer/contractor in writing of the start and end dates. Portions of the project will not be accepted for establishment prior to the substantial completion of the entire project.
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Maidu, Central & Crabb Parks- Fence Additions
February 2023
Section 01 10 00: Summary of Work
1.17 Establishment Period
A. The duration of the establishment period shall be:
1. For sodded turf in parks: Forty -five (45) calendar days commencing between March 1st and October 31st and sixty (60) calendar days commencing between November 1st and February 28th, and until the Notice of Completion (NOC) for City -built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.
B. Active maintenance is required throughout the entire establishment period.
Active maintenance is defined as:
1. All areas within the project site shall be protected against damage including vandalism, erosion, trespass, rodents and other acts. Immediately repair all damaged areas.
2. All walkways and paved areas shall be kept clean and all debris within planting and turf areas shall be immediately removed.
3. Automatic irrigation controller shall be fully utilized and irrigation system monitored and adjusted as described in Section 32 84 00 4.03.
4. All plant and turf maintenance as described in Section 32 90 00 3.11 C. Prior to the start of the final thirty (30) days of establishment:
1. All punch list items shall be completed.
2. All certifications and testing shall be completed.
3. All plantings and turf shall be thriving and in a healthy condition.
4. The lack of active maint enance prior to the final thirty (30) days may constitute a delay in the start of the final thirty (30) days of the establishment period.
1.18 Final Review
A. One (1) week prior to the end of the establishment period, a final on-site review shall be conducted to review project readiness for final turn-over. All punch list items must be satisfactorily addressed prior to the final review.
B. The project shall be prepared and cleaned per Section 2 - 1.12 of the General Conditions; the turf shall be mowed; and the irrigation heads shall be adjusted appropriately one day prior to the scheduled final review.
C. Acceptance of the project shall be considered “field accepted” and a recommendation will be forwarded to the City Council for “final acceptance” per Section 7 - 1.01 of the General Conditions.
D. An unaccepted project shall extend the establishment period until such time as the unaccepted portions of the project have been reviewed and field accepted by the Inspector and Project Manager.
E. Turn over for City maintenance shall occur only after:
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Section 01 10 00: Summary of Work
1. The specified duration of the establishment period has been successfully completed.
2. If required, the deed transferring property ownership, has been recorded at the County.
3. A Notice of Completion (NOC) for city-built parks and for streetscapes has been approved by the City Council.
F. Contractor shall provide a written guarantee covering all improvements associated with this project. See 1.19 – Warrantees and Guarantees.
1.19 Record Documents
A. Record documents or as -built plans shall be maintained on- site and updated routinely as specified in Section 2 - 1.13 of the General Conditions . Record documents shall include all items under the contracted scope of work.
B. Record documents shall be submitted:
1. one full size set of final as -built drawings (verified/initialed by the Parks Inspector during the establishment period)
2. one set of 11 x 17 reductions of the complete as-built package; and
3. two sets 11 x 17 laminated reductions of the irrigation plan illustrating with colors the individual controller stations; and
4. one USB storage device containing PDF scanned images (in color) of the verified/initialed as-built drawings.
5. For City of Roseville CIP projects, SWPPP binder.
1.20 Warranties and Guarantees
A. Warranties are required under various Sections of these Specifications. Prior to final acceptance, the Contractor shall assemble all warranties into a single, bound or stapled package. All warrant ies shall be clearly labeled and the number of years highlighted. Also, see Sections 7 - 1.10 and 7 - 1.11 of the General Conditions.
1. Warranties for equipment shall be submitted in the manufacturer’s standard form and shall be countersigned by the subcontractor or supplier and the Contractor.
2. All other warranties shall be provided in the following format, written on subcontractor’s or supplier’s letterhead, signed by the subcontractor or supplier and countersigned by the Contractor:
WARRANTY FOR YEARS
“We hereby warrant that the product which we have installed at project name has been done in accordance with the contract documents, and that the work, as installed will fulfill the warranty requirements included in the Specifications.
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Section 01 10 00: Summary of Work
We agree to repair or replace any or all of our work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or material within the warranty period stated above commencing from the date of final acceptance of the above named project by the City of Roseville’s City Council, without additional expense to the City, ordinary wear and tear and unusual abuse or neglect excepted.
In the event of failure to comply with the above conditions within thirty (30) days of notification by the City, we collectively or separately do hereby authorize the City to proceed with the repairs or replacement of such defects at our expense. Payment of said costs and charges will be forwarded to the City upon demand.
Signed:
Subcontractor or Supplier Date
Countersigned:
Contractor Date
B. Guarantees shall be a minimum of one (1) year for all plant material, including trees and shrubs. The guarantee shall state that plant materials (trees & shrubs) to be free of all defects or disease and all plants are in a healthy and thriving condition at the completion of the contract. Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.
PART 2 - PRODUCTS
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PART 3 - EXECUTION
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END OF SECTION
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Maidu, Central & Crabb Parks- Fence Additions
February 2023
Section 03 30 00: Site Concrete
SECTION 03 30 00
SITE CONCRETE
PART 1 - GENERAL
1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.
C. The standards set forth in the City of Roseville Design and Construction Standards and the City of Roseville Parks Construction Standards, latest editions, shall be in addition to the standards provided herein.
1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of all concrete mowstrip as shown in the Plans and as specified herein.
1.03 References
A. Caltrans Standard Specifications, latest edition.
B. California Building Code (CBC) and California Administrative Code (Title 24), latest editions.
1.04 Quality Assurance
A. For all flatwork, the Contractor shall pour a six-foot by six-foot (6‟ x 6‟) sample of each type of finish specified for review and acceptance by the Project Manager prior to pouring any concrete. The accepted samples shall remain on- site and intact until all concrete work has been completed . The quality of the concrete work shall be measured by the accepted samples.
B. During the course of construction, a qualified testing laboratory shall obtain samples as determined by the Inspector and conforming to federal and state codes and standards . Such costs shall be paid for by the City . Re-tests and removal of below acceptable strength concrete shall be borne by the Contractor.
The Contractor shall cooperate with the testing during the course of obtaining such samples.
C. Variances in surface grades of more than 1/8”, as measured by a straight edge ten feet (10‟ ) long, shall be corrected to the satisfaction of the Inspector .
Remove all areas where standing water occurs, including any surface irregularities.
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Section 03 30 00: Site Concrete
1.05 Handling and Storage
A. Comply with ATSM C-94, “Specifications for Ready Mix Concrete” for the batch, mix and transport of concrete.
B. Mix and deliver only the amount that will be poured immediately.
1.06 Record Drawings
A. The Contractor shall keep an accurate record of the as -built conditions of the site concrete. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.
PART 2 - PRODUCTS
2.01 Concrete
A. Concrete for mowstrips shall conform to the provisions of Section 90- 2 “Minor Concrete” of the Caltrans Standard Specifications. Cementitious material shall be „Type II Modified” and shall contain no less than 505 pounds of cementitious material per cubic yard. Aggregate shall be not greater than one-inch or smaller than 3/8- inch. Submit concrete analysis for review and acceptance prior to placement of concrete.
2.02 Concrete Forms
A. All forms shall be new at the start of the project and shall be construction grade Douglas Fir. Minimum size lumber shall be 2 x 6.
B. Radius bends shall be formed by spring steel forms or laminated boards, as required.
C. Plywood shall be 5/8”, Class I, exterior grade as outlined in APA “Guide to Plywood Grades”. Omit mill oiling treatment.
PART 3 - EXECUTION
3.01 Poured-In-Place Concrete Forms
A. Concrete for hardscape or flatwork shall be placed on subgrade compacted to 95% relative compaction. Prior to placement of concrete, a soils compaction test must be performed by an accepted soils testing professional on a representative number of locations along the flatwork area. The City or project owner shall provide the initial test. The results of these tests must be available and meet acceptable levels prior to pouring. Re-tests and re-work of any area, as directed by the soils professional, shall be the responsibility of the Contractor.
B. Construct forms to conform to the shapes, dimensions and details shown on the Plans. All forms shall be true to lines, plumb, level and square.
C. Forms shall not leak, spread, shift or settle when concrete is placed.
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D. All forms shall carry dead and live loads and shall not deflect more than 1/8” between supports after placement of concrete.
E. All forms shall be thoroughly soaked a minimum of twelve (12) hours prior to pouring of conc rete. Forms shall be treated per manufacturer’s recommendations.
F. Reuse of forms may be allowed at the discretion of the Inspector. Reused forms shall be cleaned and free of defects that would affect the final concrete finish.
G. Concrete footings shall be formed only when excavations slump or cave in.
Over-excavate the trench or footing diameter to accommodate the forms ’ installation and removal . Apply water to moisten soil . Do not allow water to create mud or ponding.
3.02 Placement of Concrete
A. Do not pour concrete in weather below 40 degrees F . or when temperatures are predicted to fall below freezing within 24 hours, except with prior authorization.
B. Concrete shall be transit mixed according to ASTM C -94. Limit the quantity of water to the required strength. Concrete shall be of a consistency that it flows slowly into the forms.
C. Mixing of concrete shall be continuous commencing from the time water is added to the mix until such time that the concrete is poured. All concrete shall be placed within an hour of the time when water is first added.
D. Concrete shall be deposited up to the finished height of the forms and up to the adjacent joint . No partial pours will be allowed. Excess material shall be dumped on-site and later removed by the Contractor.
E. Thoroughly compact the concrete manually spading and tamping concrete into all corners of the forms and by utilizing a high- speed mechanical vibrator .
Retain a standby vibrator on- site during the course of concrete work . When utilizing the vibrator, take precautions to avoid impact on the forms.
F. After obtaining uniform compaction, screen tamper all flatwork surfaces, screed and bull float to ensure that large aggregates are pushed below the surface .
When it is practical to work on the surface, wood float, steel trowel paving to a uniform surface.
G. Concrete elements shall not exceed the following tolerances:
1. Linear: 1/8”
2. Slab deviation: 1/8” in 10‟
3.03 Removal of Forms
A. Forms shall remain in place as follows:
1. For mass concrete work: 5 days.
2. For other flatwork and other concrete work: 3 days.
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Section 03 30 00: Site Concrete
B. Remove all bolts, nails, ties, wires, etc . a minimum of one inch (1”) below the surface of the concrete. Remove imprints, irregularities or other such defects and patch as directed by the Inspector.
3.04 Curing and Protection
A. Allow adequate time for the concrete to cure. In temperatures above 75 degrees F., ensure that the concrete surface remains wet for a period of seven (7) days minimum.
B. Protect all concrete from damage during the curing period. This shall include damage from sun, rain, flowing water, frost, mechanical injury, tire tracks, footprints, oil stains, etc . Should such damage occur, Contractor shall take immediate action to repair damage to the satisfaction of the City.
3.05 Clean-Up
A. During the course of this work, the area shall be kept clear and free of debris as realistically possible. Upon completion of concrete work, completely remove from the site all used forms, hardware, spillage, rejected work and other materials.
B. Remove from site furnishing posts all concrete “slobber” . Re-touch posts as necessary for a clean finish.
END OF SECTION
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Section 12 93 00: Site Furnishing
SECTION 12 93 00
SITE FURNISHINGS
PART 1 - GENERAL
1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.
1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of all site furniture, including play equipment and play surfacing, as shown on the Plans and as specified herein.
1.03 References
A. Nothing in the Plans or Specifications is to be construed to permit work not conforming to regulating codes and standards . The Contractor shall furnish without extra charge any material and labor, when required, by the compliance with these rules and regulations, even though the work was not mentioned in these particular Specifications or shown on the Plans.
1.04 Submittals
A. Submittals for specified items are required . The Contractor shall submit a materials summary sheet indicating which items will be installed as specified and which items are proposed for substitutions . The Contractor shall submit proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. For the following items, also provide:
1. Infield Mix
1.05 Record Drawings
A. The Contractor shall keep an accurate record of the as -built conditions of the miscellaneous site amenities. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.
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Section 12 93 00: Site Furnishing
PART 2 - PRODUCTS
2.01 Materials
A. Infield Mix shall be 60/40 red lava/ screened clay mix as distributed by Cascade Rock, 916-383-1300 or accepted equal.
PART 3 - EXECUTION
3.01 Installation
A. Contractor to provide experienced workers or subcontractors to install all site furnishings, including the play equipment and play surfacing described in these Specifications. The workers or subcontractor must demonstrate that at least five (5) similar play structures and five (5) play surface applications similar to that specified for this project have been installed in the last three (3) years.
3.02 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.
B. Take all precautions to protect completed work . Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc . Keep all erosion control measures intact.
PART 4 - WARRANTY
4.01 General
A. Contractor shall warranty all site amenities included under this Section.
B. Contractor shall also provide a written warranty covering all materials, equipment and workmanship furnished by him to be free of all defects after installation is accepted, including all defective parts that may have been found.
C. Submit written warranty on company letterhead addressed to the City when providing As-built drawings.
D. Contractor shall submit to the City, upon completion of work, a Certificate of Compliance by a third party certified playground inspector for the installation of the play structure and safety surfacing . Certification shall include testing for compliance of ASTM 1292 (Impact Attenuation of Surfacing Systems under and around Play Equipment). All tests, including re-tests, shall be the responsibility of the Contractor. Submit all test results to the City.
E. Submit maintenance manual for poured-in-place resilient surfacing.
F. Contractor shall submit to the City, upon completion of work, a Certificate of Compliance from the manufacturer of the play structure for the installation of the play structure.
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Section 12 93 00: Site Furnishing
G. Contractor shall submit to the City, upon completion of work, critical fall criterion used to certify all play surfacing material.
H. Attach cut sheets of installed items to the warranty.
END OF SECTION
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Section 32 31 13: Chain Link Fencing
SECTION 32 31 13
CHAIN LINK FENCING
PART 1 - GENERAL
1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.
1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of the chain link fence system, including gates as shown on the Plans and as specified herein.
1.03 References
A. Caltrans Standard Specifications, latest edition.
PART 2 - PRODUCTS
2.01 General
A. Wire used in the fabric shall be galvanized and shall have a tensile strength of 80,000 lbs. Per square inch based on cross sectional areas of the wire. One sample shall be tested without removing bends caused by weaving of the wire with the mesh. A second test shall be conducted on a wire strand carefully straightened. The tensile strength is finally determined as the average reading between the two tests. Wire to match fabric selection.
B. Fabric shall be 1-3/4” 9-gauge nominal wire mesh, hot-dipped galvanized or black vinyl coated after weaving as shown on the plans . Conform to ASTM A392, with tensile strength as described in 2.01A above. Fabric shall be knuckled top and bottom with single width to full height of fence.
C. Ties/Fasteners shall be 9-gauge aluminum or black powder coated wire.
D. Fittings, clips, bolts, bands, bars, post tops/covers and other hardware necessary for a complete fence system shall be galvanized or black powder coated.
E. Where fencing is shown on the Plans to be black vinyl or powder coated, all appurtenances, including fabric, posts, rails, clips, bands, fittings, etc., necessary for a complete fence system shall be black vinyl or powder coated .
Vinyl or powder coating shall be the industry standard for this type of finish.
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Section 32 31 13: Chain Link Fencing
2.02 Posts and Rails
A. Posts and rails shall be hot-dipped galvanized per ASTM A53 or black powder coated, to match fabric and as shown on the Plans. All posts shall be installed with moisture-proofed caps on the top.
B. Size and lengths of posts shall be as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.
2.03 Gates
A. Fabric and finish to match fence.
B. Hinges and latches shall be industrial strength, heavy duty and shall fit snugly around post. Latches shall be lockable.
C. Size and lengths of posts shall be as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.
PART 3 - EXECUTION
3.01 Post Installation
A. Posts are to be spaced evenly as shown on the City Standard and set plumb and true to lines with the top line uniform as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.
B. All posts shall be set in concrete as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.
C. Where nicks on vinyl or powder coated finished occurs due to installation, the Contractor shall re-finish and patch damaged areas immediately.
3.02 Fabric
A. Attach fabric using fabric bands or clips spaced approximately 14” apart.
Connections to top rails and tension wires shall utilize wire ties placed 24” on center.
B. For corner and vertical end connections, install stretcher bars banded to posts and gate frames at 24” apart (maximum).
C. All fabric to be stretched tight, free from sags and bulges.
3.03 Rails
A. For splices along the top rail, provide couplings every 20’ . The coupling shall produce a continuous brace from end to end of each stretch of fence. Install a heavy spring at every fifth coupling to allow for expansion or contraction.
B. Utilize the appropriate fittings to ensure that all rails are rigidly clamped to end and corner posts.
C. Clamp mid and bottom rails at each post.
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Section 32 31 13: Chain Link Fencing
3.04 Gates
A. Gates shall be installed consistent with the City Standard detail . Verify grade conditions along the fence bottom to ensure proper use of the gate(s).
B. Gate openings shall be face- to-face dimensions and shall swing according to the Plans.
3.05 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.
B. Take all precautions to protect completed work . Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc . Keep all erosion control measures intact.
END OF SECTION
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Section 33 00 00: Utilities
SECTION 32 84 00
IRRIGATION SYSTEM
PART 1 - GENERAL
1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.
1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of an automated irrigation system, including all necessary appurtenances for proper operation, noted or implied, as shown on the Plans and as specified herein.
B. Water usage, meter costs, connection fees, testing and other associated utility costs are considered direct costs and is the responsibility of the Contractor until the project is accepted.
C. Installation of the water meter shall be by the City.
1.03 Related Work
A. Section 32 90 00: Planting
B. Section 26 00 00: Site Electrical
1.04 Quality Assurance
A. All work shall comply with local and state laws, codes, regulations and requirements which govern any portion or all of the work contained in this Section. These include, but are not limited to, the latest editions of:
1. City of Roseville Park Construction Standards,
2. City of Roseville Design and Construction Standards,
3. City of Roseville Electric Department Standard Specifications,
4. Local, state and federal electrical codes, manuals and guidelines, and
5. Local, state and federal plumbing codes, manuals and guidelines.
1.05 Submittals
A. Submittals for specified items are not required for Parks or Streetscape projects, unless specifically listed below. However, submittals are required for any proposed substitutions or deviations from the parks Plans or Specifications. For Streetscapes, no substitutions will be accepted. The Contractor shall submit a materials summary sheet indicating which items will be installed as specified
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and which items are proposed for substitutions . The Contractor shall submit proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. Submittals are required on the following items:
1. Controller, Flow Sensor(s), and Master Valve(s).
2. Filter (Recycled water)
3. 1.06 Explanation of Drawings
A. The drawings are diagrammatic and do not reflect all offsets, fittings and other miscellaneous items required for a complete and operable irrigation system . It shall be the Contractor’s responsibility to investigate all existing site conditions, become thoroughly familiar with the site, and provide all labor, materials and equipment required for the installation of the irrigation system.
B. Avoid conflicts between other trades and the installation of the irrigation system.
Minor adjustments to avoid such conflicts shall be made in the field. Major discrepancies between actual field conditions and the Plans shall be brought to the attention of the Project Manager . The lack of notification shall indic ate that the Contractor assumes full responsibility for any revision deemed necessary to ensure proper installation.
1.07 Product Delivery, Handling and Storage
A. All materials shall be delivered bearing manufacturer’s label with size, type and model number (if applicable) clearly marked.
B. All pipe shall be delivered in a vehicle which allows the material to lie flat without concentrated weight or stress at any point.
C. Unload all materials with care so as to avoid damage. Store materials in a covered area and do not expose PVC pipe to extreme sun or heat. Store pipe lying flat.
D. Do not install any material that has been damaged. Replace all material found to be damaged.
1.08 Record Drawings
A. The Contractor shall keep an accurate record of the as -built conditions of the irrigation system . These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.
B. Dimensions shall be recorded from two (2) permanent points of reference.
C. The City may at its discretion withhold progress payments to the Contractor if the as-built records are not updated to the satisfaction of the City.
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Section 33 00 00: Utilities
PART 2 - PRODUCTS
2.01 General
A. All materials specified shall be new, bearing the brand name, type, serial numbers and model number as shown on the Plans and as specified herein, unless otherwise accepted in writing.
2.02 Backfill Material
A. Backfill shall be clean, screened, on- site material, free from organic material, large clods of earth and/or rock larger than one (1) inch in diameter, trash, debris, rubbish, tree trunks, broken concrete or asphalt and other unacceptable material.
B. Material larger than one (1) inch shall be removed from site and legally disposed. All removal shall be the responsibility of the Contractor.
2.03 Pipe
A. PVC Pressurized Mainline
1. For lines three inch (3”) or larger: polyvinyl chloride (PVC) 1120-1220, SDR 21, Class 200 rubber gasketed pipe, and NSF accepted per Standard No. 14, Type I, Grade I. Conform to:
Material ASTM
Pipe D1784, D2241
Rubber Gasket F477
2. For lines two and one half inches (2-1/2”) or smaller: Schedule 40 polyvinyl chloride (PVC) 1120-1220, and NSF accepted per Standard No. 14, Type I, Grade I. Conform to:
Material ASTM
Pipe D1784, D1785
B. PVC Non-Pressurized Lateral Lines
1. Schedule 40 polyvinyl chloride (PVC) 1120-1220, SDR 21.0, NSF accepted per Standard No. 14, Type 1, Grade II.
C. Recycled Water
1. Pipes shall meet the standards outlined in Sections 2.08 , A and B above, unless otherwise noted in the City of Roseville Design and Const ruction Standards for recycled water, latest edition.
2. All pipes containing recycled water shall be purple, NSF accepted and conform to the City of Roseville Design and Construction Standards, latest edition.
2.04 Fittings and Nipples
A. Fittings for Mainline Pipe:
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Section 33 00 00: Utilities
1. For all control valves on mainlines three inches (3”) and larger, use painted, ductile iron saddle taps with double stainless steel straps and nuts Model #202 by Romac Industries, Inc. or accepted equal.
2. For all other connections on mainlines three inches (3”) and larger mainline pipe, use glued schedule 80 fittings.
3. For all connections on mainlines two and one half inches (2-1/2”) or smaller, use glued schedule 40 fittings.
B. Fittings for Solvent Weld Pipe:
1. Schedule 40 for 2 ½” pipes or smaller and Schedule 80 for 3” pipe and larger polyvinyl chloride (PVC), standard weight, conforming to ASTM D2466- 73.
Use Schedule 80 for all recycled water systems.
2. Weld-on #P-70 primer and Weld-on #711 gray glue or accepted equal.
3. Teflon tape for all threaded PVC fittings.
C. Plastic Nipples shall be Schedule 80, Type 1, Grade 1, polyvinyl chloride (PVC), threaded at both ends, and conforming to ASTM D1784 - 85. Nipples shall be uniformly gray.
D. Fittings for Recycled Pipe:
1. Fittings shall meet the standards outlined in Sections 2.09, A, B and C above, unless otherwise noted in the City of Roseville Design and Construction Standards for recycled water, latest edition.
2.05 Swing Joints
A. Swings joints shall be as shown in the City Parks Construction Standard detail.
Schedule 40 threaded PVC triple swing joints or an accepted equal.
2.06 Electric Remote Control Valve
A. Sizes as shown on the Plans . All valves shall be Rainbird PEB series or accepted equal and shall contain the following:
1. a globe-type electric remote control, normally closed diaphragm type with slow opening and closing action,
2. encapsulated solenoid type actuation,
3. a minimum rating of twenty-four (24) volts,
4. sixty (60) cycle,
5. two to five (2-5) watts,
6. a manual flow adjustment with shut-off provisions,
7. provisions for an external “bleed” of the diaphragm chamber for manual operation.
8. a ball valve on the inlet.
9. Schedule 80 PVC threaded fittings from saddle tap to POC to valve.
B. Valve boxes shall be rectangular , rigid plastic valve boxes with lockable lids and extensions by Carson Industri es, LLC or accepted equal . Valve box shall
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be sized appropriately to house entire valve assembly with space to accommodate maintenance access.
1. Boxes shall be colored green in potable applications, and purple for recycled water applications.
2. Valve boxes used on recycled water systems shall be permanently colored purple through the manufacturer. Boxes painted purple will be rejected.
3. Label lids using heat branded identification, T:Turf, S:Shrubs, B:Bubblers C. Controller station identification number shall be standard yellow tags with permanent numbers by Christy or accepted equal.
2.07 Irrigation Heads
A. All irrigation heads shall conform to type, size, precipitation rate, gallons per minute discharge, pressure and throw radius as shown on the Plans, unless otherwise accepted in writing.
B. In all available models, all irrigation heads shall have stainless steel risers, unless otherwise approved in writing.
C. For recycled water applications, irrigation heads shall be colored purple, have debris pocket, and wiper seals with 3 touch points.
D. Irrigation heads shall have built-in pressure regulation for pop up sprays and/or water-efficient heads.
E. Include built-in check valve where applicable to prevent low head drainage.
2.08 Automatic Irrigation Controller
A. Existing automatic controller is Calsense CS3000. Additional 2-Wire Decoders shall be CS-2W-2ST – 2 Station 2-Wire Decoders.
2.09 Control Wires
A. 2- Wire Cable shall be Regency’s Hunter Decoder Cable or Paige 7354D , or approved equal.
B. Wire connections shall be 3M Scotchcast 3570G-N Connector Sealing Packs, or approved equal.
PART 3 - EXECUTION
3.01 Site Conditions
A. Prior to start of irrigation work, review the site conditions to verify that stub- outs, points of connections, sizes of the points of connections, water pressure and other essential items necessary for irrigation work to commence are as shown on the Plans and as indicated in the Specifications.
B. Notify the Inspector immediately of any existing conditions which are unacceptable for the commencement of irrigation work.
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Section 33 00 00: Utilities
3.02 Coordination of Work
A. Coordinate all work with other trades.
B. The irrigation plan is diagrammatic . Whenever possible, locate all pipes in planted or turf areas. Do not scale off of the Plans. Where field conditions have changed, notify the Inspector immediately.
3.03 Excavation and Trenching
A. Trenches shall be dug straight and in such a manner as to completely support the pipe continuously along the bottom of the trench. In rocky conditions, over- excavation and placement of clean bedding material may be required to ensure protruding rocks do not place undue stress on pipes. Trench layout shall follow that shown on the Plans, except where accepted by the City.
B. The following minimum cover shall be provided for pipe:
Pipe Type Minimum Cover
Pressurized Mainlines 24”
Non- Pressurized Lateral Lines 18”
Domestic Water Lines 24”
Control wires 24”
PVC Sleeves under Paving 18”
PVC Sleeves under Auto X-ings 24”
C. Install detection wire, looped in and out of valve boxes and attached to all irrigation mainlines.
D. High voltage wires shall not be installed in the same irrigation water line trench.
3.04 Testing and Flushing
A. Pressure Testing shall occur only when the following conditions can be fulfilled:
Item Description Condition
Quick coupler valves Installed and capped
Electric remote control valves Installed
Flow valve Installed and open
Ball/Gate valves Installed and open
Lateral lines Disconnected
Welded PVC joints Cured at least 24 hours
Pipe Center loaded with backfill
Concrete Thrust Blocks Installed and cured at least 48 hours Couplings and fittings Exposed
Detection wire Installed
B. A pressure gauge shall be installed at the lowest point of the line. Continuous pressure shall be applied at a rate of 125 psi for all mainlines . The pressure shall remain stable for a minimum of two hours with no detectable leakage .
Upon completion of the test, a complete examination of the line shall be conducted by the City. Leaks resulting from the test shall be repair ed and the
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line shall be re-tested. This process shall be repeated until the line passes the leakage test.
C. All lines and risers shall be flushed prior to final installation of irrigation heads.
All control valves shall be left open during the flushing process.
3.05 Backfilling and Compacting
A. Backfilling of trenches shall not occur until all tests and reviews have been performed. See inspection record contained in the Parks Construction Standards, latest edition. Any trench that is prematurely backfilled may be required to be re-dug for review.
B. Compaction of the trenched areas shall meet the following compaction rates of 95% in areas to receive paving and 85% in areas to be planted.
C. Do not flood trenches unless otherwise accepted by the City.
D. Sunken trenches shall be re-finished flush with the adjacent grades.
3.06 Pipe Installation
A. Install irrigation pipe in planted areas whenever possible.
B. All pipe and fittings shall be cleaned and free from dirt, dust and moisture.
C. Pipe may be assembled along the trench at grade to avoid undue strain on the pipe or the fittings. All solvent weld connections shall be primed before applying glue. Snake the pipe within the trench to compensate for expansion and contraction.
D. All PVC pipe and metal valve connections shall be made with threaded fittings consistent with drawings PK -15 and PK -16 of the City of Roseville Parks Construction Standards.
E. All PVC-to-PVC threaded connections shall be made with Teflon tape.
F. Install concrete thrust blocks in locations where rubber gasketed irrigation mainlines change directions, e.g . ells, tees; as required on other lines and fittings; and at the termination point of the mainline. Do not conduct a pressure test within 48 hours of the thrust block pours. The size of the thrust blocks shall be per manufacturer’s instructions and shall be adequate in size to absorb thrusts up to the maximum internal water pressure. Refer to 3.18 Thrust Blocks.
G. Use glued fittings for all connections inside of a sleeve and within 20’ of a sleeve.
3.07 Electric Remote Control Valves
A. Install per local codes, manufacturer’s instructions, City of Roseville Design and Construction Standards and as shown on the Plans.
B. Install one (1) electric remote control valve per box and whenever possible, group valve boxes together. Align boxes in a straight and neat row and flush to finish grade. Provide a minimum of six (6) inches between boxes.
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C. All valves shall be tagged for easy identification of valve number. Valve box lids shall be permanently marked identifying valve number and controller letter with heat branding using stencils in a uniform location on all boxes throughout.
D. Each valve shall be separately saddle tapped. Manifolded valves shall be rejected.
E. Locate valve boxes outside of turf areas, adjacent to paving, i.e. sidewalks, hardscape, etc. except where shown on the Plans.
F. Provide a minimum of eighteen (18) inches of a complete set of spare control wires, looped, within all control valve boxes.
3.08 Irrigation Heads
A. Install all heads where shown on the Plans and as specified herein.
B. Turf rotary pop- up heads shall be placed two (2) inches from any edge of adjacent walkway, concrete mow band, concrete curb, header board or other hardscape edging, or as required by current WELO regulations.
C. Rotary pop-up heads shall be installed flush with the top of finish grades of turf or planting areas.
D. Sprinkler head riser nipples sizes shall match or be the same as the riser opening of the sprinkler body.
E. Install sprinkler heads with internal check valves where heads are located in low drainage areas, i.e. bottom of berms, bottom of drainage swales, toe of slopes, etc.
F. Install all heads perpendicular to ground surface with an offset from the edge of pavement as indicated in the details.
3.09 C ontrol Wires
A. Wherever possible, install control wires in common trenches with mainline. The wires shall be taped in bundles at ten (10) feet on center and laid to the side of the pipe. Provide slack between ties to allow for contraction.
B. Wire valve to controller as shown on the plans.
C. Where runs are long, provide an extra three (3) feet of extra ground and control wires looped at 200’ intervals . Snake wires within trenches to allow for contraction.
D. Line splices shall occur in valve boxes at grade, label and allowed only on lengths greater than 2500’. Show locations on as-built plans.
E. Do not wrap wire around pipe or allow any wiring to be placed in concrete or concrete thrust blocks.
F. Install two (2) spare wires starting from the controller, looped to each valve box to the furthest valve box, without splices.
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Section 33 00 00: Utilities
3.10 Coverage Test
A. Prior to planting, the Contractor shall perform a coverage test to confirm that water coverage is complete and adequate, and produces no overspray onto hardscapes. Irrigation pressure readings at the head or emission device may also be taken as part of the coverage test to confirm adequate system hydraulics.
B. The coverage test shall be performed on the entire irrigation system and shall be performed in the presence of the Parks Inspector . The irrigation system must be connected to the City water system through the water meter.
Temporary connections are not allowed. On recycled water systems, the coverage test shall take place only after successful completion of the cross - connection test, with the recycled water meter in place.
C. On Park projects containing turf, a comprehensive survey of the Distribution Uniformity (Low Quarter) of each irrigation zone containing turf shall be performed by a third- party, certified irrigation auditor prior to planting of turf.
The irrigation system must be 100% complete, including functionality of the irrigation controller and booster pump, if present. The irrigation auditor shall prepare and submit a report listing each zone’s Distribution Uniformity , including actual mapping data of individual catch cans recorded on irrigation plan sheets , and noting any potential deficiencies in the system leading to any inadequate findings. Reported deficiencies in Distribution Uniformity will be evaluated by the Project Manager and may require corrective measures prior to approval of turf planting. Deficiencies caused by improper installation shall be corrected at no additional cost to City.
3.11 Clean Up
A. Each phas e of work shall be immediately cleaned up. Excess equipment, material, etc., shall be legally disposed of and removed from site. All concrete, asphalt and/or decomposed granite paving shall be kept free of soil . Damage to such surfaces shall be immediately repaired to the satisfaction of the City.
PART 4 - GUARANTEE
4.01 General
A. Contractor shall provide a written guarantee covering all materials, equipment and workmanship furnished by him to be free of all defects after installation is accepted, including all defective parts that may have been found.
B. All paved areas shall be swept clean and planted areas shall be weed-free.
C. All irrigation heads shall be properly adjusted. Debris and refuse shall be removed from site prior to inspection.
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Section 33 00 00: Utilities
4.02 Pre-Final (Punch List) Review
A. See Section 01 10 00 1.16 - Summary of Work for notification process.
4.03 Final Review
A. The Contractor shall demonstrate to the City, valve by valve, the entire irrigation system to be operable. All heads shall be adjusted/flushed and all drip zones shall be flushed prior to the on-site review. Any item requiring adjustments shall be completed immediately and to the satisfaction of the City.
B. Provide necessary training to City staff in the proper operations and maintenance of the booster pump.
C. The date of final acceptance by the City Council or the recordation of the property transfer shall signify the start date of the warranty period. Final acceptance shall include the project in total and will not segregate any specific item or trade included in the construction of the project.
END OF SECTION
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DRAW
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]
DRAWINGS
Proj
ect: __________________________
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AB 626 - 1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.
Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.
Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.
This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.
This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.
This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.
This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
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AB 626 - 2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] By increasing the duties of local agencies and officials, this bill would impose a state- mandated local program.
This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.
This bill would specify that these provisions constitute a matter of statewide concern.
The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.
This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.
The people of the State of California do enact as follows:
SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ” Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the m eaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ” Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity ” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
FOR COUNCIL APPROVAL
NOT FOR BIDDING
AB 626 - 3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” mean s the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each
FOR COUNCIL APPROVAL
NOT FOR BIDDING
AB 626 - 4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall be ar interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is
FOR COUNCIL APPROVAL
NOT FOR BIDDING
AB 626 - 5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.
SECTION 2.
The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.
SECTION 3.
If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.
FOR COUNCIL APPROVAL
NOT FOR BIDDING
MAIDU, CENTRAL & CRABB PARK -
FENCE ADDITIONS
TARA GEE
CITY OF ROSEVILLE
PARKS, RECREATION & LIBRARIES DEPARTMENT
316 VERNON STREET, SUITE 400
ROSEVILLE, CA 95678
916.774.5253
N.T.S.
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.
FUHRMAN LEAMY
LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀FLLANDGROUP.COM
CLIENT:
PROJECT:
REVISIONSDATE
ISSUE
DRAWN BY :
CHECKED BY :
SCALE :
SHEET TITLE:
SHEET
OFSHEETS
JOB NO. :
KCL
PRELIMINARY
NOT FOR CONSTRUCTION
DATE
1 2
3 4
5 6
CRV: 22073
MAIDU, CENTRAL,
& CRABB PARK -
FENCE ADDITIONS
ROSEVILLE, CA
CITY OF ROSEVILLE
14 REG I STERED
LANDSCAPE
ARCHITECT
STATE
OF
CA
L
IFORNIA
KEVIN
C
. LEAMY No. 4965
12/31/24
Signature
Renewal Date
Date
XX/XX/XX
CITY OF ROSEVILLE APPROVAL
1 CV-1.0
AS SHOWN
AM
COVER SHEET
PREPARED FOR:
PROJECT TYPE
LANDSCAPE IMPROVEMENTS FOR:
CV-1.0LANDSCAPE COVER SHEET1
LC-1.0 LANDSCAPE CONSTRUCTION PLAN: MAIDU PARK 2
LC-1.1 LANDSCAPE CONSTRUCTION PLAN: MAIDU PARK 3
LC-1.2 LANDSCAPE CONSTRUCTION PLAN: MAIDU PARK 4
LC-1.3 LANDSCAPE CONSTRUCTION PLAN: MAIDU PARK 5
LC-1.4 LANDSCAPE CONSTRUCTION PLAN: CENTRAL PARK 6
LC-1.5 LANDSCAPE CONSTRUCTION PLAN: CRABB PARK 7
LC-2.0 LANDSCAPE CONSTRUCTION DETAILS8
LI-1.1 LANDSCAPE IRRIGATION PLAN: MAIDU PARK 9
LI-1.2 LANDSCAPE IRRIGATION PLAN: MAIDU PARK 10
LI-1.3 LANDSCAPE IRRIGATION PLAN: MAIDU PARK 11
LI-1.4 LANDSCAPE IRRIGATION PLAN: CENTRAL PARK 12
LI-1.5 LANDSCAPE IRRIGATION PLAN: CRABB PARK 13
LI-2.0 LANDSCAPE IRRIGATION DETAILS14
TOTAL SHEETS: 14
SHEET INDEX
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MATERIALS AND WORK AS DETAILED IN THE CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS - JULY 2019 AND THE CITY OF ROSEVILLE DESIGN & CONSTRUCTION STANDARDS - JANUARY 2019.
CONTRACTOR SHALL PROVIDE SUBMITTALS BASED ON THE PROVIDED DRAWINGS AND ALL REQUIREMENTS IN THE ABOVE MENTIONED GUIDELINES.
NOTE:
CITY OF ROSEVILLE GENERAL NOTES
1. THE CONTRACTOR SHALL NOT BEGIN ANY WORK SHOWN ON THESE PLANS UNTIL THE CITY PLANNERS' SIGNATURE OF APPROVAL IS AFFIXED HEREON AND ALL APPLICABLE PERMITS HAVE BEEN OBTAINED.
2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, OWNER,
ENGINEER, AND LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE CITY, OWNER, ENGINEER, OR LANDSCAPE ARCHITECT.
3. THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO COMMENCING CONSTRUCTION, HE SHALL CONTACT ALL
UTILITY COMPANIES FOR VERIFICATION OF THE CONSTRUCTION SITE OF THE LOCATIONS OF ALL UNDERGROUND FACILITIES WHERE SUCH FACILITIES MAY CONFLICT WITH PLACEMENT OF IMPROVEMENTS SHOWN ON THE PLAN. CALL UNDERGROUND SERVICE ALERT AT 800-642-2444 PRIOR TO ANY EXCAVATION.
4. EACH PHASE OF THE PROJECT MUST BE CALLED TO U.S.A. AND CONTINUING EXCAVATION REPORTED EVERY 14 CALENDAR DAYS, AS THE MARKINGS ARE NOT PERMANENT AND WILL FADE OUT. IF THE U.S.A. NOTIFICATIONS ARE NOT
KEPT UP TO DATE, THE EXCAVATION MAY BE STOPPED AND A NEW TWO WORKING DAYS NOTICE WILL BE REQUIRED BEFORE CONTINUING THE EXCAVATION.
5. UNLESS OTHERWISE NOTED ON THE DRAWINGS, SPECIFICATIONS OR SPECIFIED IN THE SPECIAL PROVISIONS, THE
CONTRACTOR SHALL MAINTAIN IN SERVICE ALL DRAINAGE, WATER, SEWER AND GAS LINES, INCLUDING HOUSE SERVICES, POWER, LIGHTING, TELEPHONE AND CABLE T.V. CONDUITS. CONTRACTOR MAY, AT HIS/HER COST, ARRANGE FOR DISCONNECTION OF HOUSE SERVICES OR OTHER FACILITIES.
6. CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES ON ALL PROJECTS BEING CONSTRUCTED INSIDE OR OUTSIDE OF PUBLIC RIGHTS-OF-WAY. THE UTILITY OWNER MAY ELECT TO PROVIDE THE NECESSARY PROTECTIVE MEASURES THEMSELVES AND BILL THE CONTRACTOR FOR THIS COST. EXISTING UTILITIES WILL FURTHER TRAFFIC CONTROL DEVICES, CONDUITS, STREET LIGHTS, AND ANY RELATED APPURTENANCES.
7. VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH THE WORK.
8. PROVIDE ALL CLEARING, DEMOLITION, REMOVAL, AND SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF ALL WORK SHOWN ON THESE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS.
9. THE CONTRACTOR WILL BE HELD TO HAVE EXAMINED THE SITE AND TO HAVE COMPARED IT WITH THE DRAWINGS AND
SPECIFICATIONS, TO HAVE CAREFULLY EXAMINED ALL THE CONTRACTOR DOCUMENTS, AND IS TO HAVE SATISFIED
THEMSELVES AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED BEFORE ENTERING INTO THIS CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN
ERROR ON HIS/HER PART OR HIS/HER NEGLIGENCE OR FAILURE TO ACQUAINT THEMSELVES WITH THE CONDITIONS OF THE SITE OR THE STREETS OR ROADS APPROACHING THE SAME.
10. CONTRACTOR WILL ARRANGE FOR AND PAY ALL NECESSARY PERMITS FOR THE WORK SHOWN ON THESE PLANS AND INDICATED IN THE SPECIFICATIONS.
11. CONTRACTOR WILL PROVIDE POSITIVE DRAINAGE IN ALL AREAS, MIN. 2% IN PLANTING AREAS). CONTRACTOR SHALL
BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH ANY FURTHER WORK.
12. CONTRACTOR WILL REMOVE FROM THE SITE ALL DEBRIS AND UNSUITABLE MATERIAL GENERATED DURING AND BY THEIR OPERATIONS.
13. CONTRACTOR SHALL PROTECT EXISTING DRAINAGE PATTERNS UNLESS OTHERWISE NOTED ON THE DRAWINGS.
14. ALL WRITTEN DIMENSIONS WILL SUPERSEDE SCALED DISTANCES. DIMENSIONS ARE FROM FACE OF BUILDINGS, CURBS, WALLS, PROPERTY LINES OR AS NOTED ON THE DRAWINGS.
15. CONTRACTOR WILL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WITH WORK. ANY DISRUPTION OR DAMAGE TO UTILITIES CAUSED BY WORK UNDER THIS CONTRACT WILL BE CORRECTED BY THE CONTRACTOR.
16. TEMPORARY WATER AND ELECTRICAL SUPPLY WILL BE MADE AVAILABLE ONSITE FROM THE OWNER. CONTACT THE OWNER'S REPRESENTATIVES FOR EXACT LOCATION.
17. CONTRACTOR WILL PROVIDE PORTABLE SANITARY FACILITIES ADEQUATE FOR ALL WORKERS. FACILITIES ARE SUBJECT TO APPROVAL BY THE HEALTH DEPARTMENT.
18. THIS PROJECT MUST COMPLY WITH ALL REQUIREMENTS OF LOCAL OR STATE (AB325) REQUIREMENTS, WHICHEVER IS APPLICABLE FOR WATER CONSERVATION OR LANDSCAPED AREAS.
19. ALL GROUND-MOUNTED MECHANICAL EQUIPMENT TO BE SCREENED WITH LANDSCAPING. REFER TO LANDSCAPE DRAWINGS FOR DETAILS.
20. REFER TO LANDSCAPE DRAWINGS FOR EXTERIOR LIGHTING AT ENTRIES, RECREATION CENTER, TOT LOT, AND OPEN SPACE AREAS. LIGHTING TO BE LOW VOLTAGE.
21. THE PARKING LOT STRIPING AND SIGNING SHALL BE MAINTAINED IN A VISIBLE AND LEGIBLE MANNER.
22. ALL COMPLEX SIGNAGE IS NOT A PART OF THIS SUBMITTAL. A SEPARATE SIGN PERMIT APPLICATION SHALL SUBMITTED.
23. BUILDING PERMIT PLANS SHALL COMPLY WITH ALL APPLICABLE CODE REQUIREMENTS (UNIFORM BUILDING CODE -
UBC, UNIFORM MECHANICAL CODE - UMC, UNIFORM PLUMBING CODE - UPC, AND NATIONAL ELECTRICAL CODE - NEC), CALIFORNIA TITLE 24 AND THE AMERICANS WITH DISABILITIES ACT - ADA REQUIREMENTS, THE ROSEVILLE BUILDING
SECURITY ORDINANCE, AND ALL STATE AND FEDERALLY MANDATED REQUIREMENTS IN EFFECT AT THE TIME OF SUBMITTAL FOR BUILDING PERMITS. (CONTACT THE BUILDING DEPARTMENT FOR APPLICABLE CODE EDITIONS). 24 PROVIDE A MINIMAL CLEARANCE OF 3' AROUND ALL FIRE HYDRANTS, FIRE SPRINKLER CONNECTIONS AND VALVES.
VICINITY MAP
CIRBY WAY
EUREKA RD.
WHITELOCK PKWY.WHITELOCK PKWY.
SIERRA COLLEGE BLVD.
SECRET RAVINE
PKWY.
N. SUNRISE AVE.
ROCKY RIDGE DR.
SUNRISE AVE.
RIVERSIDE AVE.
DOUGLAS BLVD.
DOUGLAS BLVD.
EUREKA RD.
ATLANTIC ST.
E. ROSEVILLE PKWY.
E. ROSEVILLE PKWY.
HARDING BLVD.
GALLERIA BLVD.
TAYLOR RD.
PACIFIC ST.
SUNSET BLVD.
PLEASANT GROVE BLVD.
STANFORD
RANCH RD.
BLUE OAKSBLVD.
HWY 65
I-80
I-80
FOR COUNCIL APPROVAL
NOT FOR BIDDING
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
X
ELEC. PULL BOXES
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOXES
MAGNETIZED LITE
CONTROL BOX
ELEC. PULL BOX
STADIUM LIGHT
STADIUM LIGHT
STADIUM LIGHT
STADIUM LIGHT
STADIUM LIGHT
STADIUM LIGHT
STADIUM LIGHT
ELEC. PULL BOX
STADIUM LIGHT
STADIUM LIGHT
DRINKING FOUNTAIN
WATER METER
& GATE VALVE
WATER METER
WATER METER WATER METER
WATER METER
DRINKING FOUNTAIN
EXIST. 12" CMP
INV (IN)=171.31
INV (OUT)=170.64
EXIST. 18" CMP
INV (IN)=167.98
INV (OUT)=167.79
BIKE PATH
BIKE PATH
PARK BENCH
PARK BENCH
EXIST. CHAIN LINK FENCE
EXIST. CHAIN
LINK FENCE
EDGE OF PAVEMENT
EXIST. CHAIN
LINK FENCE
TRANS. PNT.
CONC. TO ASHPHALT
RESTROOMS
3' HIGH POSTS
W/ CABLE
EXIST. CONC. SIDEWALK
TRANS. PNT.
CONC. TO ASHPHALT
EXIST. 12" CMP
INV (IN)=170.69
INV (OUT)=169.68
EXIST. 8" PVC
INV (IN)=173.31
INV (OUT)=
BIKE PATH
BIKE PATH
8 " OAK TREE
MONUMENT &
INFORMATION SIGNS
STADIUM LIGHT
GATE VALVE
TIE PROPOSED FENCE INTO EXISTING
FENCE. VERIFY LOCATION IN FIELD.
TIE PROPOSED FENCE INTO EXISTING
FENCE. VERIFY LOCATION IN FIELD.
EXISTING CHAIN LINK FENCE.
VERIFY LOCATION IN FIELD.
EXISTING CHAIN LINK FENCE.
VERIFY LOCATION IN FIELD.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH SLIDING
MAINTENANCE GATE. FINISH: BLACK
VINYL COATED. SEE DETAIL C, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
EXISTING CONCRETE
MOWSTRIP. VERIFY LOCATION
IN FIELD. PROTECT IN PLACE.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH SLIDING MAINTENANCE GATE. SEE
DETAIL C, LC-2.0. FINISH: BLACK VINYL COATED.
NOTE: FINAL GATE LOCATION TO LINE UP WITH
EXISTING MAINTENANCE GATE ON OTHER SIDE OF
ASPHALT TRAIL. VERIFY EXACT LOCATION IN FIELD.
APPROXIMATE LOCATION OF EXISTING
MAINTENANCE GATE. VERIFY LOCATION IN
FIELD AND LINE UP WITH PROPOSED GATE.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK FENCE.
FINISH: BLACK VINYL COATED. SEE DETAIL A, LC-2.0.
NOTE: FINAL FENCE LOCATION TO BE VERIFIED IN
FIELD BASED ON EXISTING UTILITIES.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK FENCE.
FINISH: BLACK VINYL COATED. SEE DETAIL A, LC-2.0.
NOTE: FINAL FENCE LOCATION TO BE VERIFIED IN
FIELD BASED ON EXISTING UTILITIES.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK FENCE.
FINISH: BLACK VINYL COATED. SEE DETAIL A, LC-2.0.
NOTE: FINAL FENCE LOCATION TO BE VERIFIED IN
FIELD BASED ON EXISTING UTILITIES.
PROPOSED 6' HIGH CHAIN LINK FENCE.
FINISH: BLACK VINYL COATED. SEE DETAIL A, LC-2.0.
NOTE: FINAL FENCE LOCATION TO BE VERIFIED IN
FIELD BASED ON EXISTING UTILITIES.
PROPOSED 6' HIGH SLIDING
MAINTENANCE GATE. FINISH: BLACK
VINYL COATED. SEE DETAIL C, LC-2.0.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT PERIMETER FENCE.
SEE DETAIL D, LC-2.0.
ADD ALTERNATE #2:
REMOVE 2" SOIL AND ADD
AGGREGATE BASE ROCK.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT PERIMETER FENCE.
SEE DETAIL D, LC-2.0.
ADD ALTERNATE #2:
REMOVE 2" SOIL AND ADD
AGGREGATE BASE ROCK.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT PERIMETER FENCE.
SEE DETAIL D, LC-2.0.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT PERIMETER FENCE.
SEE DETAIL D, LC-2.0.
2 LC-1.0
AS SHOWN
AM
LANDSCAPE
CONSTRUCTION
PLAN:MAIDU PARK
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.
FUHRMAN LEAMY
LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀FLLANDGROUP.COM
CLIENT:
PROJECT:
REVISIONSDATE
ISSUE
DRAWN BY :
CHECKED BY :
SCALE :
SHEET TITLE:
SHEET
OFSHEETS
JOB NO. :
KCL
PRELIMINARY
NOT FOR CONSTRUCTION
DATE
1 2
3 4
5 6
CRV: 22073
MAIDU, CENTRAL,
& CRABB PARK -
FENCE ADDITIONS
ROSEVILLE, CA
CITY OF ROSEVILLE
14 REG ISTERED
LANDSCAPE
ARCHITECT
STATE
OF
CA
L
IFORNIA
KEVIN
C
. LEAMY No. 4965
12/31/24
Signature
Renewal Date
Date
XX/XX/XX
CITY OF ROSEVILLE APPROVAL
Know what'sbelow.
before you dig.Call
R
MAIDU PARK: OVERALL FENCE EXHIBIT
FOR COUNCIL APPROVAL
NOT FOR BIDDING
X
X
X
X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXX
X
X
X
X
X
X
X
ELEC. PULL BOX
ELEC. PULL BOX ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
MAGNETIZED LITE
CONTROL BOX
ELEC. PULL BOX
STADIUM LIGHT
STADIUM LIGHT
STADIUM LIGHT
STADIUM LIGHT
WATER METER
DRINKING FOUNTAIN
EXIST. CHAIN
LINK FENCE
EDGE OF PAVEMENT
EXIST. CHAIN
LINK FENCE
TRANS. PNT.
CONC. TO ASHPHALT
RESTROOMS
3' HIGH POSTS
W/ CABLE
EXIST. CONC. SIDEWALK
MONUMENT &
INFORMATION SIGNS
PROPOSED 6' HIGH SLIDING
MAINTENANCE GATE. FINISH: BLACK
VINYL COATED. SEE DETAIL C, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
EXISTING CONCRETE
MOWSTRIP. VERIFY LOCATION
IN FIELD. PROTECT IN PLACE.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH SLIDING MAINTENANCE GATE. SEE
DETAIL C, LC-2.0. FINISH: BLACK VINYL COATED.
NOTE: FINAL GATE LOCATION TO LINE UP WITH
EXISTING MAINTENANCE GATE ON OTHER SIDE OF
ASPHALT TRAIL. VERIFY EXACT LOCATION IN FIELD.
APPROXIMATE LOCATION OF EXISTING
MAINTENANCE GATE. VERIFY LOCATION IN
FIELD AND LINE UP WITH PROPOSED GATE.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK FENCE.
FINISH: BLACK VINYL COATED. SEE DETAIL A, LC-2.0.
NOTE: FINAL FENCE LOCATION TO BE VERIFIED IN
FIELD BASED ON EXISTING UTILITIES.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK FENCE.
FINISH: BLACK VINYL COATED. SEE DETAIL A, LC-2.0.
NOTE: FINAL FENCE LOCATION TO BE VERIFIED IN
FIELD BASED ON EXISTING UTILITIES.
PROPOSED 6' HIGH CHAIN LINK FENCE.
FINISH: BLACK VINYL COATED. SEE DETAIL A, LC-2.0.
NOTE: FINAL FENCE LOCATION TO BE VERIFIED IN
FIELD BASED ON EXISTING UTILITIES.
ADD ALTERNATE #2:
REMOVE 2" SOIL AND ADD
AGGREGATE BASE ROCK.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT PERIMETER FENCE.
SEE DETAIL D, LC-2.0.
3 LC-1.1
AS SHOWN
AM
LANDSCAPE
CONSTRUCTION
PLAN: MAIDU PARK
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.
FUHRMAN LEAMY
LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀FLLANDGROUP.COM
CLIENT:
PROJECT:
REVISIONSDATE
ISSUE
DRAWN BY :
CHECKED BY :
SCALE :
SHEET TITLE:
SHEET
OFSHEETS
JOB NO. :
KCL
PRELIMINARY
NOT FOR CONSTRUCTION
DATE
1 2
3 4
5 6
CRV: 22073
MAIDU, CENTRAL,
& CRABB PARK -
FENCE ADDITIONS
ROSEVILLE, CA
CITY OF ROSEVILLE
14 REG ISTERED
LANDSCAPE
ARCHITECT
STATE
OF
CA
L
IFORNIA
KEVIN
C
. LEAMY No. 4965
12/31/24
Signature
Renewal Date
Date
XX/XX/XX
CITY OF ROSEVILLE APPROVAL
Know what'sbelow.
before you dig.Call
R
MAIDU PARK: FENCE EXHIBIT
FOR COUNCIL APPROVAL
NOT FOR BIDDING
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ELEC. PULL BOX
STADIUM LIGHT
BIKE PATH
PARK BENCH
EXIST. CHAIN LINK FENCE
BIKE PATH
8 " OAK TREE
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK FENCE.
FINISH: BLACK VINYL COATED. SEE DETAIL A, LC-2.0.
NOTE: FINAL FENCE LOCATION TO BE VERIFIED IN
FIELD BASED ON EXISTING UTILITIES.PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH SLIDING
MAINTENANCE GATE. FINISH: BLACK
VINYL COATED. SEE DETAIL C, LC-2.0.
ADD ALTERNATE #2:
REMOVE 2" SOIL AND ADD
AGGREGATE BASE ROCK.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT PERIMETER FENCE.
SEE DETAIL D, LC-2.0.
4 LC-1.2
AS SHOWN
AM
LANDSCAPE
CONSTRUCTION
PLAN: MAIDU PARK
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.
FUHRMAN LEAMY
LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀FLLANDGROUP.COM
CLIENT:
PROJECT:
REVISIONSDATE
ISSUE
DRAWN BY :
CHECKED BY :
SCALE :
SHEET TITLE:
SHEET
OFSHEETS
JOB NO. :
KCL
PRELIMINARY
NOT FOR CONSTRUCTION
DATE
1 2
3 4
5 6
CRV: 22073
MAIDU, CENTRAL,
& CRABB PARK -
FENCE ADDITIONS
ROSEVILLE, CA
CITY OF ROSEVILLE
14 REG ISTERED
LANDSCAPE
ARCHITECT
STATE
OF
CA
L
IFORNIA
KEVIN
C
. LEAMY No. 4965
12/31/24
Signature
Renewal Date
Date
XX/XX/XX
CITY OF ROSEVILLE APPROVAL
Know what'sbelow.
before you dig.Call
R
MAIDU PARK: FENCE EXHIBIT
FOR COUNCIL APPROVAL
NOT FOR BIDDING
ELEC. PULL BOX
ELEC. PULL BOX
ELEC. PULL BOX
MAGNETIZED LITE
CONTROL BOX
ELEC. PULL BOX
STADIUM LIGHT
STADIUM LIGHT
STADIUM LIGHT
ELEC. PULL BOX
STADIUM LIGHT
EXIST. 18" CMP
INV (IN)=167.98
INV (OUT)=167.79
BIKE PATH
MONUMENT &
INFORMATION SIGNS
GATE VALVE
TIE PROPOSED FENCE INTO EXISTING
FENCE. VERIFY LOCATION IN FIELD.
TIE PROPOSED FENCE INTO EXISTING
FENCE. VERIFY LOCATION IN FIELD.
EXISTING CHAIN LINK FENCE.
VERIFY LOCATION IN FIELD.
EXISTING CHAIN LINK FENCE.
VERIFY LOCATION IN FIELD.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH PEDESTRIAN GATE.
FINISH: BLACK VINYL COATED.
SEE DETAIL B, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
PROPOSED 6' HIGH CHAIN LINK
FENCE. FINISH: BLACK VINYL
COATED. SEE DETAIL A, LC-2.0.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT PERIMETER FENCE.
SEE DETAIL D, LC-2.0.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT PERIMETER FENCE.
SEE DETAIL D, LC-2.0.
5 LC-1.3
AS SHOWN
AM
LANDSCAPE
CONSTRUCTION
PLAN: MAIDU PARK
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.
FUHRMAN LEAMY
LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀FLLANDGROUP.COM
CLIENT:
PROJECT:
REVISIONSDATE
ISSUE
DRAWN BY :
CHECKED BY :
SCALE :
SHEET TITLE:
SHEET
OFSHEETS
JOB NO. :
KCL
PRELIMINARY
NOT FOR CONSTRUCTION
DATE
1 2
3 4
5 6
CRV: 22073
MAIDU, CENTRAL,
& CRABB PARK -
FENCE ADDITIONS
ROSEVILLE, CA
CITY OF ROSEVILLE
14 REG ISTERED
LANDSCAPE
ARCHITECT
STATE
OF
CA
L
IFORNIA
KEVIN
C
. LEAMY No. 4965
12/31/24
Signature
Renewal Date
Date
XX/XX/XX
CITY OF ROSEVILLE APPROVAL
Know what'sbelow.
before you dig.Call
R
MAIDU PARK: FENCE EXHIBIT
FOR COUNCIL APPROVAL
NOT FOR BIDDING
NO
PARKING
NO
PARKING
T
T
T
T
PROPOSED 6' OUTFIELD FENCE.
SEE DETAIL A, LC-2.0.
NOTE: PADDING TO BE PROVIDED
PER CITY SPECIFICATIONS.
ADD ALTERNATE #2:
PROPOSED WARNING TRACK.
BALL FIELD MIX PER CITY
DESIGN GUIDELINES.
EXISTING INFIELD.
PROTECT IN PLACE.
EXISTING OUTFIELD.
PROTECT IN PLACE.
200'
10'
200'
10'
PROPOSED 6' OUTFIELD FENCE.
SEE DETAIL A, LC-2.0.
NOTE: PADDING TO BE PROVIDED
PER CITY SPECIFICATIONS.
ADD ALTERNATE #2:
PROPOSED WARNING TRACK.
BALL FIELD MIX PER CITY
DESIGN GUIDELINES.
EXISTING INFIELD.
PROTECT IN PLACE.
EXISTING OUTFIELD.
PROTECT IN PLACE.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT OUTFIELD FENCE.
SEE DETAIL D, LC-2.0.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT OUTFIELD FENCE.
SEE DETAIL D, LC-2.0.
6 LC-1.4
AS SHOWN
AM
LANDSCAPE
CONSTRUCTION
PLAN: CENTRAL PARK
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.
FUHRMAN LEAMY
LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀FLLANDGROUP.COM
CLIENT:
PROJECT:
REVISIONSDATE
ISSUE
DRAWN BY :
CHECKED BY :
SCALE :
SHEET TITLE:
SHEET
OFSHEETS
JOB NO. :
KCL
PRELIMINARY
NOT FOR CONSTRUCTION
DATE
1 2
3 4
5 6
CRV: 22073
MAIDU, CENTRAL,
& CRABB PARK -
FENCE ADDITIONS
ROSEVILLE, CA
CITY OF ROSEVILLE
14 REG ISTERED
LANDSCAPE
ARCHITECT
STATE
OF
CA
L
IFORNIA
KEVIN
C
. LEAMY No. 4965
12/31/24
Signature
Renewal Date
Date
XX/XX/XX
CITY OF ROSEVILLE APPROVAL
Know what'sbelow.
before you dig.Call
R
CENTRAL PARK
FOR COUNCIL APPROVAL
NOT FOR BIDDING
15"SD
12"W
TEL
SL
EL
EL
XFR
319.0
320.0
319.0
4"PD
6"SD
(E)DIRIM=319.206"INV(NW)=317.186"INV(SE)=314.894"INV(NE)=314.89 (E)DIRIM=318.756"INV(SE)=317.25
(E)SUMPRIM=318.206"INV(NE)=315.62
(E)SSCORIM=319.166"INV(SW)=316.92
(E)DIRIM=313.6715"INV(SW)=305.97
EL
2.5"W
2"W
1"W
2"W
2"W
6"SD
4"PD
4"PD
4"PD
4"PD
(E)DIRIM=312.70
4"SS
1"W
2.5"W
A
A
X
X
X
X
X
X
X
X
X
X
PROPOSED 6' OUTFIELD FENCE.
SEE DETAIL A, LC-2.0.
NOTE: PADDING TO BE PROVIDED
PER CITY SPECIFICATIONS.
ADD ALTERNATE #2:
PROPOSED WARNING TRACK.
BALL FIELD MIX PER CITY
DESIGN GUIDELINES.EXISTING INFIELD.
PROTECT IN PLACE.
EXISTING OUTFIELD.
PROTECT IN PLACE.
200' 10'
200'
10'
PROPOSED 6' OUTFIELD FENCE.
SEE DETAIL A, LC-2.0.
NOTE: PADDING TO BE PROVIDED
PER CITY SPECIFICATIONS.
ADD ALTERNATE #2:
PROPOSED WARNING TRACK.
BALL FIELD MIX PER CITY
DESIGN GUIDELINES.
EXISTING INFIELD.
PROTECT IN PLACE.
EXISTING OUTFIELD.
PROTECT IN PLACE.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT OUTFIELD FENCE.
SEE DETAIL D, LC-2.0.
ADD ALTERNATE #1:
PROVIDE 6" WIDE CONCRETE
MOWSTRIP AT OUTFIELD FENCE.
SEE DETAIL D, LC-2.0.
7 LC-1.5
AS SHOWN
AM
LANDSCAPE
CONSTRUCTION
PLAN: CRABB PARK
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.
FUHRMAN LEAMY
LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀FLLANDGROUP.COM
CLIENT:
PROJECT:
REVISIONSDATE
ISSUE
DRAWN BY :
CHECKED BY :
SCALE :
SHEET TITLE:
SHEET
OFSHEETS
JOB NO. :
KCL
PRELIMINARY
NOT FOR CONSTRUCTION
DATE
1 2
3 4
5 6
CRV: 22073
MAIDU, CENTRAL,
& CRABB PARK -
FENCE ADDITIONS
ROSEVILLE, CA
CITY OF ROSEVILLE
14 REG ISTERED
LANDSCAPE
ARCHITECT
STATE
OF
CA
L
IFORNIA
KEVIN
C
. LEAMY No. 4965
12/31/24
Signature
Renewal Date
Date
XX/XX/XX
CITY OF ROSEVILLE APPROVAL
Know what'sbelow.
before you dig.Call
R
CRABB PARK
FOR COUNCIL APPROVAL
NOT FOR BIDDING
8 LC-2.0
AS SHOWN
AM
LANDSCAPE
CONSTRUCTION
DETAILS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.
FUHRMAN LEAMY
LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀FLLANDGROUP.COM
CLIENT:
PROJECT:
REVISIONSDATE
ISSUE
DRAWN BY :
CHECKED BY :
SCALE :
SHEET TITLE:
SHEET
OFSHEETS
JOB NO. :
KCL
PRELIMINARY
NOT FOR CONSTRUCTION
DATE
1 2
3 4
5 6
CRV: 22073
MAIDU, CENTRAL,
& CRABB PARK -
FENCE ADDITIONS
ROSEVILLE, CA
CITY OF ROSEVILLE
14 REG ISTERED
LANDSCAPE
ARCHITECT
STATE
OF
CA
L
IFORNIA
KEVIN
C
. LEAMY No. 4965
12/31/24
Signature
Renewal Date
Date
XX/XX/XX
CITY OF ROSEVILLE APPROVAL
6" CONCRETE MOWSTRIP WITH METAL FENCE
1 1/2" = 1'-0"
6'
4"
NOTES:
1. SEE LAYOUT PLAN FOR ADJACENT
PAVEMENT SURFACES.
1 FENCE POST CENTERED IN MOWSTRIP.
PROVIDE 3/8" FELT EXPANSION JOINT
AROUND POST AT CONCRETE.
1 2
4" X 6" CONCRETE MOWSTRIP.2
3 COMPACTED SUB-GRADE TO 90%
RELATIVE COMPACTION.
3 4
1/4" RADIUS TOOLED EDGE, TYP.4
5 FINISH GRADE.5
6 COMPACTED BASE ROCK. DEPTH AND
SPECIFICATIONS PER PROJECT SOILS
REPORT.
6 7
DPR-22073-11
BROLLING CHAIN LINK MAINTAINENCE GATE
N.T.S.
CMANUAL ACCESS PEDESTRIAN GATE
N.T.S.
CHAIN LINK FENCE
NOT TO SCALE
APR-22073-40
ADD ALTERNATE #1
FOR COUNCIL APPROVAL
NOT FOR BIDDING
X
X
X
X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXX
X
X
X
X
X
X
X
173.00
172.00
176.00
170.00
171.00
1 (1 1/2")
3 (2")
2 (2")
4 (2") 5 (2")6 (1 1/2") 8 (2") 9 (2") 10 (2")11 (2")
15 (1 1/2")
23 (2")24 (2")25 (2")
35 (2")36 (2")37 (2")41 (2')
12 (2")13 (2") 14 (2")
16 (1 1/2")
17 (1 1/2")
18 (2")
19 (2")
20 (2")
21 (1 1/2")
22 (2")
34 (1 1/2")
26 (2")
38 (2")
27 (2")
39 (2")
28 (2")
40 (2")
29 (2")30 (2")
42 (1 1/2")43 (1 1/2")
31 (1 1/2")
47 48
4950
C47
83.7 2"
RH
C48
83.7 2"
RH
2 2
52 53555456
C52
55.8 2"
RHC53
37.2 1-1/2"
RH
C54
44.4 1-1/2"
RH
C55
44.4 1-1/2"
RH
C56
44.4 1-1/2"
RH
2 2
SHIFT ALL EXISTING HEADS
ON VALVE 18 TO INSIDE OF
FENCE AS SHOWN.
EXISTING VALVE 18
TO BE REVISED.
SHIFT ALL EXISTING HEADS
ON VALVE 20 TO INSIDE OF
FENCE AS SHOWN.
EXISTING VALVE 20
TO BE REVISED.
EXISTING VALVE 12
TO BE REVISED.
EXISTING VALVE 6
TO BE REVISED.
SHIFT EXISTING HEAD
ON VALVE 6 TO INSIDE
OF FENCE AS SHOWN.
SHIFT ALL EXISTING HEADS
ON VALVE 12 TO INSIDE OF
FENCE AS SHOWN.
EXISTING LATERAL(S) TO REMAIN.
VERIFY ALL EQUIPMENT IN FIELD.
TYPICAL.
EXISTING LATERAL(S) TO REMAIN.
VERIFY ALL EQUIPMENT IN FIELD.
TYPICAL.
EXISTING LATERAL(S) TO REMAIN.
VERIFY ALL EQUIPMENT IN FIELD.
TYPICAL.
NEW LATERAL(S) FOR
RELOCATED HEADS. TYPICAL.
NEW LATERAL(S) FOR
RELOCATED HEADS. TYPICAL.
NEW LATERAL(S) FOR
RELOCATED HEADS. TYPICAL.
IRRIGATION LIST & LEGEND
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSI GPM RADIUS
EXISTING RAIN BIRD: RVAN18 - RD06-SAM-P45
TURF ROTARY, 13FT.-18FT. 45-270° AND 360°. HAND
ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY
BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR.
450.5-1.5
GPM17'
EXISTING RAIN BIRD: RVAN14 - RD06-SAM-P45
TURF ROTARY, 8FT.-14FT. 45-270° AND 360°. HAND
ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY
BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR.
450.3-0.9
GPM14'
EXISTING RAIN BIRD: 8005-SS 12
TURF ROTOR, 5IN. POP-UP W/STAINLESS STEEL RISER,
STANDARD NOZZLE W/SEAL-A-MATIC CHECK VALVE,
ADJUSTABLE 50-330° ARC, AND 360° NON-REVERSING
FULL-CIRCLE.NOTE: ADJUST HEADS AS NOTED ON PLANS. VERIFY ALLEQUIPMENT IN FIELD AND REPLACE AS NECESSARY. 5011.1
GPM57'
EXISTING RAIN BIRD: 8005-SS 10
TURF ROTOR, 5IN. POP-UP W/STAINLESS STEEL RISER,
STANDARD NOZZLE W/SEAL-A-MATIC CHECK VALVE,
ADJUSTABLE 50-330° ARC, AND 360° NON-REVERSING
FULL-CIRCLE.NOTE: ADJUST HEADS AS NOTED ON PLANS. VERIFY ALLEQUIPMENT IN FIELD AND REPLACE AS NECESSARY. 509.3
GPM53'
EXISTING RAIN BIRD: 8005-SS 10 (TO BE RELOCATED)
VERIFY ALL EQUIPMENT IN FIELD AND REPLACE AS NECESSARY.509.3 GPM53'
SYMBOLMANUFACTURER/MODEL/DESCRIPTION
EXISTING RAINBIRD: PEB-PRS-D
REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION W/PRESSURE REGULATOR MODULE. VERIFY ALL EQUIPMENT IN FIELD AND REPLACE AS NECESSARY.
EXISTING IRRIGATION LATERAL LINE TO REMAIN:
VERIFY ALL SIZES AND LOCATION IN FIELD. PROTECT IN PLACE.
EXISTING IRRIGATION LATERAL LINE TO BE DEMO'D:
DEMO PER PLAN. VERIFY ALL SIZES AND LOCATION IN FIELD.
PROPOSED IRRIGATION LATERAL LINE: PVC SCHEDULE 40
ALES NOT A ETED
ALES A ETED
)3" N2*"/
)3" ),4
)3" S&7"
.
ȱ ȱȇ