CITY OF REDLANDS
CITY COUNCIL
A G E N D A
FEBRUARY 20, 2024
EDDIE TEJEDA
Mayor
PAUL T. BARICH
Mayor Pro Tempore
DENISE DAVIS
Council Member
JENNA
GUZMAN-LOWERY
Council Member
MARIO SAUCEDO
Council Member
***
JEANNE DONALDSON
City Clerk
PHILLIP DOOLITTLE
City Treasurer
CHARLES M. DUGGAN JR.
City Manager
YVETTE M. ABICH GARCIA
City Attorney
5:00 p.m. Open Public Meeting, Public Comment (Closed Session) 6:00 p.m. Open Session (Public Meeting)
* * *
City Council Chambers
Civic Center, 35 Cajon Street, Redlands, California
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A G E N D A
The following information comprises the agenda for the regular meeting of the City Council of the City of Redlands at the times noted below in the City Council Chambers, Civic Center, 35 Cajon Street, Redlands, California, on:
TUESDAY, FEBRUARY 20, 2024
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In the event the City cannot reestablish Zoom connectivity in a reasonable amount of time, the mayor will adjourn the meeting to a future date.
PLEASE NOTE: Anyone desiring to speak on an agendized item at this meeting may do so during the consideration of that item. Due to time constraints and the number of persons who may wish to give oral testimony, public comments will be limited to three (3) minutes.
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Click the "Raise Hand" button and the moderator will unmute you when it is your turn to speak To provide comment via audio only (cell phone or landline):
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5:00 P.M.
A. Call City Council Meeting to Order.
B. Public Comment
(Any person wishing to provide public comment on a closed session matter may do so at this time.)
C. Recess City Council Meeting to a Closed Session
1. Conference with legal counsel: Existing Litigation - Government Code §54956.9(d)(1) (City Attorney Garcia)
Two Cases:
Salcido v. City of Redlands, et al., San Bernardino Superior Court, Case No.
CIVSB2218452
1. Holzer v. City of Redlands, San Bernardino Superior Court, Case No. CIVSB23227872. 6:00
D. Reconvene City Council Meeting
E. Invocation by Council Member Saucedo - Pledge of Allegiance (In keeping with long-standing traditions of legislative invocations, this City Council meeting may include a brief invocation. Such invocations are not intended to proselytize or advance any one, or to disparage any other, faith or belief. Neither the City nor the City Council endorses any particular religious belief or form of invocation.)
F. Closed Session Report
(No reportable action taken in closed session unless otherwise announced by the City Attorney at this time.)
G. Public Comment - City Council
(At this time, the City Council will provide an opportunity for the public to address them on any subject, within the jurisdiction of the City Council, which is not already scheduled on this agenda. However, any matter that requires action will be referred to staff for a report and possible action at a subsequent meeting. Comments will be limited to three {3} minutes.) H. Consent Calendar
(The following routine items have been recommended for approval and will be acted upon simultaneously unless separate discussion and/or action is requested by a Councilmember or a member of the audience.)
1. Approve the regular meeting minutes of February 6, 2024, and the special meeting minutes of January 31, 2024 (City Clerk Donaldson)
2. Disclosure of Settlement Agreement and Release of All Claims - Julie Scates v. City of Redlands; San Bernardino County Superior Court Case No. CIVSB 2127794 (City Attorney Garcia)
3. Approve the Professional Services Agreement and Single Source Purchase Order with Carollo Recycled Paper
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3. Approve the Professional Services Agreement and Single Source Purchase Order with Carollo Engineers, Inc. to provide a condition assessment of the Mission Creek Zanja storm drain channel, from 1st Street to 9th Street, for an amount not-to-exceed $68,943, and determine that the services provided are exempt from environmental review pursuant to Section 15301 of the State’s guidelines implementing the California Environmental Quality Act (Facilities and Community Services Director Crocker and City Attorney Garcia)
4. Approve the Agreement for Services with the Ecology Center to participate in their Market Match program to distribute nutrition incentives in the amount of $7,000, approve an additional appropriation of $8,500, and approve an in-kind services grant match of $11,966.51 (Facilities and Community Services Director Crocker)
5. Approve the request for in-kind support in the amount of $29,738 related to The Run Through Redlands event hosted by the Kiwanis Club of Redlands on March 3, 2024; temporary street closures related to the event, authorize the sale and consumption of alcoholic beverages at the event; and determine that the event is categorically exempt from environmental review pursuant to Section 15061 (b)(3) of the state’s guidelines implementing the California Environmental Quality Act (Facilities and Community Services Department Director Crocker)
6. Approve the request for commercial vendors and the temporary closure of State Street for the Art-On-State-Street event on March 24, 2023, and determine that the event is categorically exempt from environmental review pursuant to Section 15311 of the State's guidelines implementing the California Environmental Quality Act (Facilities and Community Services Department Director Crocker)
7. Approve the in-kind support request of $5,734.00 from Kid's Cures Foundation, for the Downtown Redlands Artwalk to be held on March 17, 2024; approve a request to close East State and 5th Street; authorize the request for the sale and consumption of alcoholic beverages in Ed Hales Park; and determine that the approval of the request is exempt from environmental review pursuant to Section 15311(c) of the state’s guidelines implementing the California Environmental Quality Act (Facilities and Community Services Department Crocker)
8. Approve the Grant Agreement with Larry Jacinto Construction, Inc. in the amount of $200,000 for the construction of a parking lot to serve the Zanja Trail; approve an additional appropriation of the same amount from the Downtown Parking Reserve, and determine that the granting of funds serves a public purpose (Facilities and Community Services Department Director Crocker)
9. Adopt Resolution No. 8561 designating an authorized representative to apply for the Department of Resources Recycling and Recovery grant program (Facilities and Community Services Department Director Crocker)
I. Communications
1. Presentation and acceptance of the 2022-23 City of Redlands Annual Comprehensive Financial Report, and the Independent Accountants’ Report on Applying Agreed-Upon Procedures Related to the Article XIII-B Appropriations Limit Calculation (Management Services/Finance Director Garcia)
2. Annual Report of the Human Relations Commission by Commission Chair Ken Ford (Human Resources/Risk Management Director Meteau)
3. Annual Report of the Traffic and Parking Commission by Commissioner Eric Shamp (Municipal Utilities and Engineering Director Harris)
4. Discussion and possible action relating to Cannabis Regulatory and Taxation Options Recycled Paper
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4. Discussion and possible action relating to Cannabis Regulatory and Taxation Options (Development Services Director Desatnik)
J. Public Hearings
1. Public Hearing to consider Resolution Nos. 8548 and 8549, and determine that adoption of Resolution Nos. 8548 and 8549 are not subject to environmental review pursuant to Section 15061 (b)(3) of the California Environmental Quality Act.
(Mayor to declare the meeting open as a public hearing) Resolution No. 8548 - Calling a special election on the question of levying special taxes within the territory to be annexed to Community Facilities District No. 2004-1; and a.
Resolution No. 8549 - Declaring results of the special election of Annexation No. 29 to Community Facilities District No. 2004-1
b.
(Development Services Department Director Desatnik)
K. New Business
1. Consideration of a Public Works Construction Contract with Tryco General Engineering for the 2023 Citywide Sidewalk and ADA Ramp Replacement Project for an amount not-to-exceed $1,000,000, rejection of a bid protest, and determination that the Project is exempt from environmental review pursuant to Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
2. Consideration of the Professional Services Agreement and Sole Source Request for Landfill Gas Engineering Inc. for on-call engineering and support services for the wastewater treatment plant with an initial one (1) year term value not-to-exceed $215,000 with options to extend for two (2) additional years for a total amount not-to-exceed $645,000, and determine that this action is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
3. Consideration of an Agreement to sell 646 South Mountain Water Company shares to Yucaipa Valley Water District for $323,000 and determination that this action is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
4. Consideration of the Public Work Contract with Elegant Construction, Inc., for the Redlands Fire Station No.262 Remodel Project, for an amount not-to-exceed $2,160,000, and determination that the project is exempt from environmental review pursuant to Section 15301(d) of the State's guidelines implementing the California Environmental Quality Act (Assistant City Manager Boatman)
5. Consideration of the Intergovernmental/Piggy-back Cooperative Agreement with West Coast Arborists, Inc. and related Non-Professional Services for Improvement to Public Buildings and Grounds Agreement to provide tree maintenance and arboricultural services for a total amount not to exceed $3,600,000 (Facilities and Community Services Department Director Crocker) L. Individual Council Member Announcements and/or Reports on Activities (No collective discussion or action.)
M. Adjournment
The next regular meeting of the City Council will be held on March 5, 2024.
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If you challenge any proposed development entitlement listed on this agenda in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council at or prior to this public hearing.
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact Goutam Dobey, of the Municipal Utilities and Engineering Department at (909) 798-7584 ext 2. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.
(28 CFR 35.102-35.104 ADA Title II)
Any writings or documents distributed to a majority of the City Council regarding an open session agenda item less than 72 hours before this meeting are available for public inspection at the City Clerk's Office or at the dais of the City Clerk once the open session begins.
Staff reports or other written documentation relating to items referred to on the agenda are available at the A. K. Smiley Public Library, 125 West Vine Street, Redlands, California, and on the City’s website referenced below.
Regular meetings are televised live on Redlands TV Channel 3 (Spectrum) and Channel 35 (Frontier) and re-broadcast at 7:00 P.M. the following Wednesday, Friday and Sunday; and at 9:00 A.M. Thursday, Saturday and Monday. Meetings are also streamed live and archived for later viewing on demand on the City’s website at www.cityofredlands.org
. Agendas, staff reports and minutes of the City Council of the City of Redlands are available online at: www.cityofredlands.org.
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City Council Meeting H. 1.
DATE: 02/20/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the regular meeting minutes of February 6, 2024, and the special meeting minutes of January 31, 2024 (City Clerk Donaldson) MOTION:
I move to approve the regular meeting minutes of February 6, 2024, and the special meeting minutes of January 31, 2024.
Attachments
Regular meeting minutes of February 6, 2024
Special meeting minutes of January 31, 2024
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MINUTES
Regular meeting of the City Council of the City of Redlands held in the Council Chambers, Civic Center, 35 Cajon Street, on February 6, 2024 at 5:00 P.M.
Present: Eddie Tejeda, Mayor
Paul Barich, Mayor Pro Tempore
Denise Davis, Council Member
Jenna Guzman-Lowery, Council Member
Mario Saucedo, Council Member
Staff: Charles M. Duggan, Jr., City Manager; Yvette M. Abich Garcia, City Attorney; Jeanne Donaldson, City Clerk; Phillip Doolittle, City Treasurer; Janice McConnell, Assistant City Manager; Chris Boatman, Assistant City Manager; Carl Baker, Public Information Officer; Danielle Garcia, Management Services/Finance Director; Brian Desatnik, Development Services Director; John Harris, Municipal Utilities and Engineering Director; Rich Sessler, Fire Chief; Rachel Tolber, Police Chief; Robert J. Meteau Jr., HR/Risk Management Director
Mayor Tejeda called the meeting to order and explained that comments could be presented in-person, via Zoom, via cell phone or landline. He offered the public an opportunity to provide comment on any item on the agenda for the closed session.
PUBLIC COMMENT
None forthcoming
CLOSED SESSION
Conference with legal counsel: Existing Litigation - Government Code §54956.9(d)(1) (City Attorney Garcia)
Two Cases:
a. California Department of Housing and Community Development v. Shangri-la Industries, LLC, et al., Los Angeles Superior Court, Case No. 24STCV00629
b. City of Redlands v. Coyote Aviation, Inc., San Bernardino Superior Court, Case No. LLTVA2200544 Conference with real property negotiators - Government Code §54956.8 (Assistant City Manager Boatman)
Property: APN 0292-063-38-0000; (former Goodnight Inn) Agency Negotiators: Charles M. Duggan, Jr., City Manager; Chris Boatman, Assistant City Manager Negotiating Party: Andrew Meyers Abdul-Wahab; 1675 Industrial Park, LP.
Under Negotiation: Terms of payment and price for possible purchase of property by the City.
RECONVENE CITY COUNCIL MEETING
The meeting reconvened at 6:00 P.M. with an invocation by Council Member Guzman-Lowery. The Civil Air Patrol Color Guard presented the colors and lead the Pledge of Allegiance to the American flag.
CLOSED SESSION REPORT
City Attorney Garcia announced that no reportable action was taken during the closed session.
PRESENTATIONS
Redlands Pet Adoption
Animal Services Supervisor Jodi Kroeger and Kennel Attendant Hailey Stuck introduced “Owen Wilson”, an eleven-week-old male German Shepherd mix who is available for adoption, along with forty-three other dogs at the Redlands Animal Shelter. Ms. Kroeger informed the Council there had been three-hundred and four dogs and one-hundred and seventy-six cats adopted in 2023.
Black History Month Proclamation
Council Member Davis presented Black History Month proclamations to Jina Imani and Josiah Bruny, while Council Member Saucedo presented proclamations to Joe Richardson, and Pastors Dr. Jackie Green and Anthony Green. All the Council Members showed their support while declaring February as Black History Month, and it was noted that Ken Ford and Dawn Wright were unable to attend tonight's meeting.
Recognition of Eagle Scout Achievement
Council Member Saucedo presented a Certificate of Recognition to Esteban Matute for Eagle Scout ranking and acknowledged his great achievement.
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PUBLIC COMMENT
Heavy Rains and Branding - Dennis Bell thanked staff for keeping the City safe during the last few days of heavy rainfall. He was disappointed with the survey questions being used to create new branding for Redlands, and he thought they were overly simplistic.
Air Quality - Julia Lenhardt, a climate scientist, said that the Inland Empire held the record of having the worst ozone pollution in the country, and she urged the Council to take a more proactive approach to the problem. Her action items included planting more trees and stop building warehouses.
CONSENT CALENDAR
Minutes
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the regular meeting minutes of January 16, 2024, and the special meeting minutes of January 16, 2024.
Vote: 5 - 0 Passed
Black History Month Proclamation
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the issuance of a Proclamation declaring the month of February to be Black History Month in the City of Redlands.
Vote: 5 - 0 Passed
Amending SCAG JPA Agreement
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, Amendment No. 4 to the San Bernardino Associated Governments Joint Powers Authority Agreement; and approved the incremental increase in member dues to $50,139.
Vote: 5 - 0 Passed
Resolution No. 8524 Destruction of Certain Public Records
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously adopted, by roll call vote, Resolution No. 8524 approving the destruction of certain public records in the City Manager's Office.
Vote: 5 - 0 Passed
Teamsters Local 1932 Side Letter
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the Side Letter of Agreement between the City and Teamsters Local 1932 modifying language in Article 27 of the Memorandum of Understanding to clarify sick leave benefits at the time of retirement.
Vote: 5 - 0 Passed
2021 Homeland Security Grant Program Funding Award
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, to accept the 2021 Homeland Security Grant Program Funding award in the amount of $18,679 for the purchase of portable radios; and authorized an additional appropriation for the same amount.
Vote: 5 - 0 Passed
Police Dept Collision Writing Process - CAD Interface
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the sole source purchases of the Collision Report Writer application from Crossroads Software in the amount of $39,900, and the Spillman Crossroads Accident Computer Aided Dispatch (CAD) Interface from Motorola Solutions in the amount of $37,612.23 for a total cost of $77,512.23.
Vote: 5 - 0 Passed
Provision of Temporary Shelter Beds for the Homeless
Staff requested this item be pulled from the agenda and it will be presented to the Council for consideration at a future meeting.
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Laboratory Equipment Purchase
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, a $51,684.08 sole source purchase from Thermo Fisher Scientific, LLC for laboratory equipment.
Vote: 5 - 0 Passed
Wastewater Control Building Remodel Project Agreement
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously determined, by roll call vote, that approval of the Non-Professional Services Agreement with R&J Construction LLC is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act; and approved a Non-Professional Services Agreement with R&J Construction LLC, in an amount not to exceed $70,000 for the Wastewater Control Building Remodel Project.
Vote: 5 - 0 Passed
California St and Redlands Blvd Intersection Widening Project
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously determined, by roll call vote, that approval of the Cooperative Agreement with the San Bernardino County Flood Control District and the Second Amendment to the Professional Services Agreement with CASC Engineering and Consulting, Inc. are exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act; approved the Cooperative Agreement with the San Bernardino County Flood Control District; and approved the Second Amendment to the Professional Services Agreement with CASC Engineering and Consulting, Inc. for the California Street and Redlands Boulevard Intersection Widening Project to extend the project completion to December 31, 2024, and increase the agreement amount by $162,415.
Vote: 5 - 0 Passed
D8 Dozer Equipment Rental Agreement
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously determined, by roll call vote, that approval of the rental agreement is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15061(b)(3) of the CEQA Guidelines; and approved the equipment lease with C5 Equipment Rentals for the 5-month rental of a D8 Dozer in the amount of $90,000, and approved a sole source purchase order.
Vote: 5 - 0 Passed
Sylvan Park BMX Pump Track Project Agreement
Assistant City Manager Boatman introduced a Professional Services Agreement with Community Works Design Group for the design of the City's Sylvan Park BMX Pump Track project for an amount not to exceed $99,279. Over the past several years, the Parks and Recreation Commission (PRC) has considered many potential projects and has developed a project priority list. The Commission determined that the addition of a BMX pump track at Sylvan Park, adjacent to the skate park, was their top priority project and on March 9, 2023, the Commission voted to recommend proceeding with design and allocating funds from the Nevada Palmetto Grove fund to fund the project. The recommendation was considered by City Council and on June 6, 2023, Council directed staff to solicit proposals for the design of a BMX Pump Track at Sylvan Park.
As public comment, Dennis Bell voiced concerns about staying within the budget, and he compared it to the over-budget skatepark project. Andy Hoder stated he thought this item should not have been on the Consent Calendar and said it deserved more attention and discussion. He added, he too, was worried about costs and urged the Council to conduct a cost/benefit study before approving the consulting agreement tonight. Assistant City Manager Boatman clarified the BMX Pump Track will be a completely separate facility from the skatepark. It will complement the skate park and provide an additional amenity and allow the City to utilize an underdeveloped portion of Sylvan Park just east of the current skatepark.
Council Members requested staff provide the PRC's project priority list but, for the most part, were supportive of the BMX Pump Track.
On motion of Council Member Jenna Guzman-Lowery, seconded by Mayor Eddie Tejeda, the City Council unanimously determined, by roll call vote, that approval of a Professional Services Agreement with Community Works Design Group for the design of the City's Sylvan Park BMX Pump Track project is exempt from environmental review pursuant to Section 15301 of the State’s Guidelines Implementing the California Environmental Quality Act; approved an additional appropriation in the amount of $99,279 from the General Fund Public Benefit Parks and Recreation set aside; and approved the Professional Services Agreement with Community Works Design Group for the design of the City's Sylvan Park BMX Pump Track project for an amount not to exceed $99,279.
Vote: 5 - 0 Passed
Civil Air Patrol Facility Use Agreement
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the Facility Use Agreement with Civil Air Patrol, Redlands Cadet Squadron 411 at the Redlands Municipal Airport for a period of 5 years.
Vote: 5 - 0 Passed
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AARP Foundation Facility Use Agreement
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously determined, by roll call vote, that approval of the Facility Use Agreement with the AARP Foundation is exempt from environmental review pursuant to Section 15061 (b)(3) of the State's guidelines implementing the California Environmental Quality Act, and approved the Facility Use Agreement with the AARP Foundation for use of the Community Center and Joslyn Senior Center to provide tax assistance and a driver safety program to senior citizens.
Vote: 5 - 0 Passed
COMMUNICATIONS
Airport Advisory Board Annual Report
The Airport Advisory Board Annual Report was pulled from the agenda and will be presented to the Council at a future meeting.
Street Tree Committee Annual Report
Chairperson Christine Sedmack provided the Annual Report of the Street Tree Committee, touching on various accomplishments and activities of the Committee over the past year. These included the planting of 80 parkway trees on Riverview Drive in conjunction with Arbor Day, continued education materials included within the City's monthly utility bills, recommendations made to City staff on tree maintenance policies and procedures for tree removals, and the initiation of door hangers as a way to educate and alert homeowners and businesses concerning parkway trees. STC set goals to revise and update the City's Street Tree Policy and Protection Guidelines Manual, work with City leadership to increase the budget for street tree trimming, conduct arbor Day programs, continue education and outreach, and to improve the tree pruning cycles to reduce the interval between trimmings. Mayor Tejeda thanked Ms. Sedmack and all the commissioners for their passion and dedication to serve the City.
2024 League of California Cities Mayors and Council Members Academy Report
Council Member Saucedo attended the League of California Cities New Mayors and Council Member Academy held January 24-26, 2024, in Monterey. He reported on the organization's mission and goals and briefly described the intensive three-day conference. He highlighted the Leagues' various advocacy committees working to protect local agencies. He found the experience to be useful and informative.
Bicycle Rideshare Program
Facilities and Community Services Senior Manager Don Craw explained that at the direction of the City Council, staff performed surveys and conducted research on a few jurisdictions with a bike sharing program to obtain feedback on the implementation of similar programs within our city. The cities surveyed included Rialto, Riverside, Oakland and West Hollywood. Overall, the programs were positive and share similar goals that are intended to provide an affordable and convenient mode of travel for both residents and visitors. He highlighted meaningful data on each of the cities and concluded that 1) Community feedback has been favorable, underscoring their positive impact on urban well-being, connectivity, and environmental benefits; 2) Most programs involved some form of grant funding; 3) Programs employed diverse implementation strategies, including pilot projects and surveys, guided by community input on station placement and bike availability; 4) Docked systems were praised for promoting orderly use by requiring bikes to be returned to specific stations, while dock-less systems were appreciated for designated parking areas; 5) Challenges such as theft and vandalism were noted, yet these issues are common to all bike-share models.
As public comment, Cameron Heggi stated he was employed by DropMobility, the company that is currently working with the City of Rialto, supporting their pilot program. He encouraged the Council to pursue the project, and he offered that Redlands already had an established bike culture in the community, had nice, wide roads and reasonable speed limits. Andy Hoder thought the four cities presented did not represent Redlands well. He pointed out that from his own research, he discovered that these types of programs were not performing as expected, and he suggested more research was necessary. Council Members did raise questions but, overall, were pleased the project was moving forward and thanked staff for their concise and informative report. The Council were in agreement and recommended staff explore grant funding opportunities or partnerships and issue an RFP to enter into an agreement with a private company for a pilot program or short-termed agreement.
NEW BUSINESS
2024-2025 CDBG Program Proposed Projects
Mayor Pro Tem Barich and Council Member Guzman-Lowery recused themselves from this item due to a source of income with Citrus Counseling Services. Tricia Munoz, of Development Services, presented staff's recommendation for FY 2024-2025 Community Development Block Grant Program (CDBG) proposed project listing. Staff recommended funding the City CIP for the Redlands Senior Community Center Rehabilitation Project which includes a kitchen renovation comprised of installation of energy-efficient kitchen appliances, LED lighting upgrades and a flooring overhaul in the amount of $287,703.53. This includes $3,683.53 in unprogrammed funds from prior years allocations. The Center is also a cooling center, serves senior meals and this project will address compliance with the Americans with Disabilities Act requirements. Staff is also recommending six awards in the amount of $7,500, which meets the minimum funding award threshold, and one in the amount of $5,121 to Citrus Counseling Services as their funding request was only $5,364. Their services are eligible, align with the funding priorities of the City Council as well as with the CDBG National Objectives.
On motion of Council Member Denise Davis, seconded by Council Member Mario Saucedo, the City Council approved, by roll call vote, to direct CC_February 6, 2024
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On motion of Council Member Denise Davis, seconded by Council Member Mario Saucedo, the City Council approved, by roll call vote, to direct staff to prepare the 2024-2025 Community Development Block Grant Program Cooperating City of Recommended Projects Form using the recommendation in this report and submit it to the County of San Bernardino Community Development and Housing Division prior to the February 13, 2024, deadline.
Vote: 3 - 0 Passed
Other: Mayor Pro Tempore Paul Barich (RECUSE)
Council Member Jenna Guzman-Lowery (RECUSE)
Contract Award 2023 Street Resurfacing Project
Municipal Utilities and Engineering Director Harris summarized the Public Work Contract with Matich Corporation for the Pavement Management Program (PMP) 2023 Street Resurfacing Project (Project). The Project includes resurfacing approximately twenty-five lane miles of streets, selective replacement of curb and gutter, and striping replacement. All known utility agencies operating within the City have been contacted to coordinate construction activities within the Project limits. The Fiscal Year 23/24 PARIS Project budget includes $4,000,000 for this project and approval of the Matich contract requires an additional appropriation of $381,606 from the PARIS Fund unassigned balance. The Project is scheduled to be completed within one hundred ten working days after the date of issuance of a Notice to Proceed to the Contractor.
On motion of Council Member Jenna Guzman-Lowery, seconded by Council Member Mario Saucedo, the City Council unanimously determined, by roll call vote, that approval of the contract and construction of the PMP 2023 Street Resurfacing Project is categorically exempt from environmental review in accordance with Section 15301 of the State’s guidelines implementing the California Environmental Quality Act; approved the PMP 2023 Street Resurfacing Project Plans and Specifications, awarded a Public Work Contract to Matich Corporation for an amount not-to-exceed $4,381,606; and approved a $381,606 additional appropriation from the PARIS Fund.
Vote: 5 - 0 Passed
PO Modification Vehicle Lease and Maintenance Program
Assistant City Manager Boatman explained the need for a purchase order modification with Enterprise FM Trust for a vehicle lease and maintenance program for an amount not to exceed $1,878,305. During the 2023-24 Fiscal Year, more vehicles have become available, with a total of 72 vehicles scheduled to be delivered prior to June 2024. A purchase order modification is required to account for the lease, maintenance, and down payment amounts related to vehicles available for lease. He added the list of authorized signers requires updating for the Enterprise Fleet Management Program to include City Manager Duggan, Jr., Assistant City Manager Chris Boatman and Facilities and Community Services Director Tabitha Crocker.
On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, a purchase order modification with Enterprise FM Trust for a vehicle lease and maintenance program for an amount not to exceed $1,878,305; and approved the list of authorized signers for the Enterprise Fleet Management Program.
Vote: 5 - 0 Passed
Assignment and Assumption Agreement Onsite Fleet Maintenance
Assistant City Manager Boatman reviewed the Assignment and Assumption Agreement between the City of Redlands, Southern California Fleet Services, Inc., and SVT Fleet, LLC, for Onsite Fleet Maintenance and Repair Services. So Cal Fleet notified the City that So Cal Fleet will be entering into an asset purchase agreement with SVT Fleet, LLC, a subsidiary of Velocity Vehicle Group, for the sale of Southern California Fleet Services / Fleet-Line Truck and Equipment Repair’s assets, including the Agreement with the City of Redlands. The attached Assignment and Assumption agreement is an official request for the City to consent to Southern California Fleet Services Fleet-Line Truck and Equipment Repair to transfer the Agreement to SVT Fleet, LLC.
On motion of Council Member Jenna Guzman-Lowery, seconded by Mayor Pro Tempore Paul Barich, the City Council unanimously determined, by roll call vote, that approval of the Assignment and Assumption Agreement between the City of Redlands, Southern California Fleet Services, Inc., and SVT Fleet, LLC is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15061(b)(3) of the CEQA Guidelines; and approved the Assignment and Assumption Agreement between the City of Redlands, Southern California Fleet Services, Inc., and SVT Fleet, LLC, for Onsite Fleet Maintenance and Repair Services.
Vote: 5 - 0 Passed
Resolution No. 8547 Heavy-Duty Truck Repair Parts
Assistant City Manager Boatman provided details of Resolution No. 8547, amending Resolution No. 8331 and rescinding Resolution No. 8496, to approve the First Amendment to the Agreement with P & S Truck Center for heavy-duty truck repair parts, increasing the total compensation to an amount not-to-exceed $147,854. Furthermore, he discussed the Second Amendment to the Agreement with Ken Grody Ford for Ford Original Equipment Manufacturer (OEM) parts and repair services, increasing the total compensation to an amount not-to-exceed $524,242. As public comment, Bruce Laycook questioned why there was such a dramatic increase from when this item was first approved in July 2023. Assistant City Manager Boatman stated that funding for these services was included in the Equipment Maintenance Division's budget for Fiscal Year 2023-24 as approved by the City Council. Costs associated with any future renewal terms of the agreement will be included in subsequent budget requests prepared by the Department.
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On motion of Council Member Jenna Guzman-Lowery, seconded by Mayor Pro Tempore Paul Barich, the City Council unanimously determined, by roll call vote, that the adoption of Resolution No. 8547 is exempt from environmental review pursuant to Section 15061 (b)(3) of the State's guidelines implementing the California Environmental Quality Act; adopted Resolution No. 8547, amending Resolution No. 8331 and rescinding Resolution No. 8496, to approve the First Amendment to the Agreement with P & S Truck Center for heavy-duty truck repair parts, increasing the total compensation to an amount not-to-exceed $147,854; and approved a Second Amendment to the Agreement with Ken Grody Ford for Ford Original Equipment Manufacturer (OEM) parts and repair services, increasing the total compensation to an amount not-to-exceed $524,242.
Vote: 5 - 0 Passed
Contract Award Citrus Center Building Roof Repairs Project
Assistant City Manager Boatman presented information related to the Public Work Contract with Superior Roofing Systems, Inc. for an amount not-to-exceed $260,925 for the Citrus Center Building Roof Repairs Project. City staff is actively working with Miller Architectural Corporation on the architectural plans and specifications to renovate the future home of City Hall, including structural retrofit of the building, updates to mechanical, electrical and plumbing systems, construction to accommodate the City departmental staff, and renovation of the roof. After reviewing the existing condition of the roof, staff determined that it was in the best interest of the City to address the leaks resulting from recent storms ahead of project schedule.
On motion of Council Member Jenna Guzman-Lowery, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of a Public Work Contract with Superior Roofing Systems, Inc. for the Citrus Center Building Roof Repairs Project is exempt from environmental review pursuant to Section 15301(d) of the State's guidelines implementing the California Environmental Quality Act; approved an award of a Public Work Contract to Superior Roofing Systems, Inc. in the amount of $260,925 for the Citrus Center Building Roof Repairs Project; and approved an additional appropriation in the amount of $287,017.
Vote: 5 - 0 Passed
COUNCIL MEMBER ANNOUNCEMENTS AND ACTIVITIES
Mayor Tejeda attended an ANCA presentation held in December, participated in the Disaster Council and Planning Commission meetings and was honored to attend an event hosted by Redlands Sacred Heart School as they recognized the community's public servants. He met with owners of a proposed northside hotel development and participated in the Lincoln Pilgrimage event.
Mayor Pro Tem Barich participated in the Lincoln Pilgrimage event.
Council Member Davis enjoyed the 4th annual Black History Art Show at the Artlands, and she met with the Climate Policy Council.
Council Member Guzman-Lowery met with residents of Cypress Circle to discuss their concerns regarding trees and lighting and, on February 3, attended a program hosted by the American Association of University Women regarding Architecture and Advocacy.
Council Member Saucedo
reminded everyone the Community Day of Service was scheduled for Saturday, March 9, 2024, and encouraged people to sign up on the City's website.
ADJOURNMENT
There being no further action required the meeting adjourned at 7:44 P.M. The next regular meeting of the City of Redlands City Council will be held on February 20, 2024.
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MINUTES
Special meeting of the City Council of the City of Redlands held in the Council Chambers, Civic Center, 35 Cajon Street, on January 31, 2024 at 6:30 P.M.
Present: Eddie Tejeda, Mayor
Paul Barich, Mayor Pro Tempore
Denise Davis, Council Member
Jenna Guzman-Lowery, Council Member
Mario Saucedo, Council Member
Staff: Charles M. Duggan, Jr., City Manager; Yvette M. Abich Garcia, City Attorney; Jeanne Donaldson, City Clerk; Janice McConnell, Assistant City Manager; Chris Boatman, Assistant City Manager; Carl Baker, Public Information Officer; Danielle Garcia, Management Services/Finance Director; Brian Desatnik, Development Services Director; John Harris, Municipal Utilities and Engineering Director; Rich Sessler, Fire Chief; Rachel Tolber, Police Chief
Mayor Tejeda called the special meeting to order and explained that comments could be presented in-person, via Zoom, via cell phone or landline. He offered the public an opportunity to provide comment on any matter scheduled on this agenda or any matter within the jurisdiction of the City Council which is not already scheduled on this agenda.
PUBLIC COMMENT
None forthcoming
COMMUNICATIONS
Downtown Redlands Parking Study
Development Services Director Desatnik summarized the events leading to tonight's discussion of the Downtown Redlands Parking Study. Over the past decade, the City's downtown has continued to grow and thrive, with the surrounding core around State Street considered one of Redlands’ greatest assets. Promoting in-fill and mixed-use development in the downtown, with the goal of enhancing a pedestrian-friendly, walkable urban core, is a central goal of the 2035 General Plan and Transit Villages Specific Plan. He offered details of the City's 2017 Parking Study, the findings and recommendations from the 2023 Walker Consultants study, the Traffic and Parking Commission (TPC) recommendations, and the Chamber of Commerce parking concerns and priorities. Lastly, he reviewed the action items recommended by staff to include:
1) Increase parking enforcement of timed-parking zones; 2) Implement safety improvements to Citrus garage and Centennial Plaza underground parking; 3) Lease SBCTA lot 4) Implement shuttle service from SBCTA lot and Stuart Avenue parking garage to other points downtown 5) Analyze redevelopment opportunities of the existing City Hall site; 6 Explore options for shuttle bus service from SBCTA lot to the Redlands Bowl.
Assistant City Manager Boatman added that SBCTA had agreed to license to the City the Special CC_January 31, 2024
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vacant lot just south of the railroad tracks between 7th Street and 9th Street. The lot would be designed to provide 138 additional parking spaces during mall construction at a cost of approximately $500,000. The lot would include lighting, ADA accessibility, staff and shuttle pickup/drop-off areas. He also provided details of a downtown shuttle service and the consideration to incorporate the cost of the service in the 2024-26 budget.
As public comment, Cassie MacDuff thought one factor not being considered was people's preferences and that people do want to park on State Street where the street provides a beautiful setting with shade. She encouraged the Council to consider making Citrus Avenue a one-way street. Andy Hoder stated that parking meters would not be popular, and he raised questions about the value of a Parking Benefit program and listed safety concerns regarding the current state of the existing City Hall lot. Chamber of Commerce Executive Director Evan Sanford was grateful to have been a part of this ongoing conversation, and he highlighted the concerns and priorities of his members: a critical shortage of parking in downtown, loss of Mall parking will have a huge impact on downtown and the Redlands Bowl parking; no plan exists to deal with special event parking; existing City Hall site should be redeveloped into a large, 1000+ space parking structure; and they opposed a paid parking program. Bobby Garrity urged the Council to provide better infrastructure to promote more walking, cycling and the use of transit.
Joshua Hall opposed a bicycle sharing program. Beverly Noerr, Executive Director of the Redlands Bowl Performing Arts, reminded the Council that culture plays a huge role towards improving the quality of life within the community and the Bowl events attract over 100,000 people annually. Brianna Egan said the city's downtown has become a popular destination, and she thought the City should encourage more walking and cycling and should explore a pricing strategy for paid parking instead of building more parking.
Council Members asked questions of staff and discussed at length their thoughts and perspectives, including, the importance of improving infrastructure for pedestrians and bicyclers, promoting accessibility for all, concerns related to the hot summer months and how that might impact pedestrians, support to pursue shared use agreements with private owners, and consideration of a shuttle service. It was agreed that parking was all about location, and they were in favor of a feasibility study to analyze redevelopment opportunities of the existing City Hall site.
On motion of Council Member Jenna Guzman-Lowery, seconded by Mayor Pro Tempore Paul Barich, the City Council unanimously approved, by roll call vote, to 1) Increase parking enforcement of timed-parking zones; 2) Implement safety improvements to Citrus garage and Centennial Plaza underground parking; 3) Analyze redevelopment opportunities of the existing City Hall site; 4) Lease the SBCTA lot at 7th Street and railroad tracks; and 5) Incorporate the cost of a downtown shuttle service in the draft 2024-26 budget request.
Vote: 5 - 0 Passed
City Council Projects Review
City Manager Duggan explained that since October 2021, periodic City Council workshops have been held to discuss and prioritize requested projects made by individual City Council members to the City Manager. This approach was taken to allow the City to better focus finite staff time on items the full Council wishes to pursue and in which order. He led the discussion, allowing for a brief description of each project. The projects listed included: tree lacing, feather flags, loitering ordinance, Orange Street widening, installation of temporary sidewalks where Special CC_January 31, 2024
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needed, addressing blighted areas, beautification of Colton Avenue and Orange Street corridors; undergrounding powerlines, affordable housing and affordability programs. Mayor Tejeda pointed out that the projects he proposed were in direct response to his constituents in District 2. Council Member Saucedo added that projects should be considered on a citywide basis and not only one district.
As public comment, Joshua Hall supported affordable housing but worried the City might become much like San Bernardino and what he considered to be a ghetto. Andy Hoder offered his knowledge related to tree lacing and said that often a tree will look as if it won't survive, but it actually does come back. Rudi Whitmore expressed concerns about moving forward with a loitering ordinance and thought this type of ordinance could do more harm than good. Dan Jimenez supported undergrounding power lines, raised questions about the in-lieu fees offered to developers, and encouraged the Council to undertake beautification projects on the northside.
Council Members offered their perspectives, asked for clarification on certain items and ultimately designated numerical rankings for each project. The prioritization rankings will provide City Manager Duggan with necessary information to develop a working timeline as to when the projects will be brought back before the full Council.
Ranking Projects Timeline
0 = No
Action
Loitering Ordinance No
Action
1 = High
priority
Affordable Housing & Affordability programs 1 to 3
months
2 =
Medium
Priority
Install temporary sidewalks where needed;
Address blighted areas/properties;
Beautification of Colton Avenue and Orange
Street corridors
3 to 6
months
3 = Low
Priority
Tree lacing; Feather flags, Widening Orange
Street; Undergrounding powerlines
6 to 9
months
ADJOURNMENT
There being no further action required the special meeting adjourned at 8:30 P.M.
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City Council Meeting H. 2.
DATE: 02/20/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Disclosure of Settlement Agreement and Release of All Claims - Julie Scates v. City of Redlands; San Bernardino County Superior Court Case No. CIVSB 2127794 (City Attorney Garcia)
DISCUSSION:
Attached is a copy of the "Settlement Agreement and Release of All Claims," which reflects the terms and conditions for settlement of the above-mentioned litigation as approved by the City Council and City Attorney. In accordance with the City's Municipal Code, and following the spirit of the Brown Act, this matter is on your agenda to notify the public of the settlement negotiated by the City.
SUBMITTED BY:
Yvette M. Abich Garcia, City Attorney
PREPARED BY:
Mayra Shushereba, Administrative Analyst
REVIEWED BY:
Charles M. Duggan, Jr., City Manager
Janice McConnel, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Attachments
A. Settlement Agreement
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City Council Meeting H. 3.
DATE: 02/20/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the Professional Services Agreement and Single Source Purchase Order with Carollo Engineers, Inc. to provide a condition assessment of the Mission Creek Zanja storm drain channel, from 1st Street to 9th Street, for an amount not-to-exceed $68,943, and determine that the services provided are exempt from
environmental review pursuant to Section 15301 of the State’s guidelines implementing the California Environmental Quality Act (Facilities and Community Services Director Crocker and City Attorney Garcia)
MOTION(S):
If the City Council determines that staff's recommendation is appropriate, the following motions are provided:
I move that the City Council determine approval of the Professional Services Agreement with Carollo Engineers, Inc. is exempt from environmental review pursuant to Section 15301 of the State’s guidelines implementing the California Environmental Quality Act; and
1. I move to approve the Professional Services Agreement and Single Source Purchase Order with Carollo Engineers, Inc. to provide engineering services for a condition assessment of the underground portion of the Mission Creek Zanja from 1st Street to 9th Street for an amount not-to-exceed $68,943.
2. RECOMMENDATION:
Staff recommends that the City Council approve the Professional Services Agreement and Single Source Purchase Order with Carollo Engineers, Inc. to provide engineering services for a condition assessment of the underground portion of the Mission Creek Zanja from 1st Street to 9th Street for an amount not-to-exceed $68,943, and determine that the services provided are exempt from environmental review pursuant to Section 15301 of the State’s Guidelines Redlands Regular Meeting of 02-20-24
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Implementing the California Environmental Quality Act.
DISCUSSION:
The City of Redlands Facilities and Community Services Department oversees and maintains approximately ninety miles of storm drain channels throughout the city. As part of preventative maintenance, staff perform regular inspections of the inlets, outlets, spillways, and channel walls. Upon the outcome of the inspections, from time to time, necessary repairs are warranted. Consequently, staff will seek the assistance from the City Attorney and outside professionals for recommendations and remediation work.
Carollo Engineers, Inc. recently performed work on the channel upstream and exhibited competency and professionalism throughout the course of previous projects. Carollo Engineers, Inc. also became very familiar with the infrastructure and layout of the channel while completing the previous services.
For these reasons, Carollo Engineers, Inc. was contacted to perform an assessment of the portion of the channel, from 1st Street to 9th Street.
Based on their familiarity of the channel infrastructure and their expertise, staff recommends awarding a Single Source Purchase Order for the assessment of the Mission Creek Zanja Channel between 1st Street and 9th Street to Carollo Engineers, Inc. for an amount not to exceed $68,943.
Proposal Summary Report
Consultant
1. Carollo Engineers, Inc. Riverside CA $68,943
Approval of the Professional Services Agreement and Single Source Purchase Order with Carollo is exempt from environmental review pursuant to Section 15301 of the State's guidelines implementing the California Environmental Quality Act pertaining to the maintenance of existing facilities.
ALTERNATIVES:
City Council may elect not to approve the Agreement and Single Source Purchase Order with Carollo Engineers, Inc. and direct staff accordingly.
STRATEGIC PLAN:
Not Applicable.
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SUBMITTED BY:
Tabitha Crocker, Facilities and Community Services Department Director RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:
Erik Reeves, Field Services Superintendent
Fiscal Impact
Fiscal Year: FY 23/24
Revenue Generating: N
Appropriation Required Y/N: N
Amount: 68,943.00
Budgeted Y/N: Y
Account No.: 101304
Discussion:
Carollo Engineers, Inc. submitted a proposal for services in the amount of $68,943.00. There is sufficient funding within the City's Streets Division budget FY 2023/24, as approved by the City Council.
Attachments
Sole Source Request
Carollo Proposal
Carollo Agreement
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3400 Central Avenue, Suite 205
Riverside, California 92506
P. 951-776-3955 / F. 951-776-4207
carollo.com
30030.RED003 / HarrisJ_2023-0523_Proposal Storm Drain Assessment.docx May 22, 2023
Mr. John Harris, P.E. , Director of Municipal Utilities and Engineering City or Redlands Municipal Utilities and Engineering Department 35 Cajon Street, Suite 15A
Redlands, CA 92373
Subject: Proposal to Provide Engineering Services for Condition Assessment of the Buried Portion of the Mission Creek Zanja from 1st Street to 9th Street
Dear Mr. Harris:
Thank you for your request to submit a letter proposal to provide engineering services for the condition assessment of the buried portion of the Mission Creek Zanja (MCZ) that is located between 1st Street and 9th Street in the City of Redlands (City). This particular alignment of the MCZ trends mostly from east to west crossing below Redlands Blvd underground for nearly 3,000 feet. Our understanding is that the MCZ is a relatively large storm water channel with a width that varies between 12 to 16 feet and a height that varies from 6 to 8 feet.
As you are aware, Carollo Engineers, Inc. (Carollo) recently conducted a similar assessment of a segment of the MCZ located further west between 615 N. Redlands Boulevard and Texas Street in 2021. Findings and recommendations for that inspection were summarized in a report submitted to the City.
Based on our correspondence with the City and understanding of the MCZ, we have developed a proposed scope of work and budget to carry out the preliminary condition assessment. Details of the proposed scope of work are shown below.
Scope of Work
The following four tasks set out the proposed scope of work. Following an initial site visit to conduct a preliminary assessment of the storm drain, we would return for a more detailed assessment, followed by preparation of a condition assessment report.
Task 1 - Initial Site Visit and Assessment
Carollo will prepare for and coordinate with the City a suitable day for entering and conducting a preliminary condition assessment of the existing MCZ between 1st Street and 9th Street in the City. Once on site, the condition assessment will be undertaken and will include Carollo staff entering the MCZ and assessing the entire length of the specified portion of the MCZ. The purpose of this assessment will be to establish the initial condition and identify areas for the more detailed assessment and closed-circuit television (CCTV) inspection that will follow (Task 2).
Carollo’s engineers will carry out a visual condition assessment and record the condition of the MCZ with digital photographs and/or high-definition video. Sounding of the concrete with a claw hammer will be carried out for general condition assessment and localized areas where deterioration is suspected and where the surface is safely within reach. Carollo will also make a reconnaissance of the improvements above the channel, where possible. However, we are not proposing to enter any buildings located above or adjacent to the channel.
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Mr. John Harris, P.E. , Director of Municipal Utilities and Engineering City or Redlands Municipal Utilities and Engineering Department May 22, 2023
The preliminary findings of this initial assessment will be shared with a subcontractor (AIMS) that we will subcontract with to perform a National Steel and Shipbuilding Company (NASSCO) Pipeline Assessment Certification Program (PACP) inspection of the MCZ and up to 10 laterals that feed into MCZ that are to be selected by the City (Task 2). Laterals will be assessed to the extent of their reach or 30 feet, whichever is less. This initial assessment will also serve to identify the condition of the MCZ and whether cleaning or additional preparation work will need to be completed by the City prior to execution of subsequent tasks.
This will be a visual condition assessment only and will not include taking core samples of concrete, surface testing, etc. It is anticipated that this task can be completed in one day on site, together with some preparatory work.
Task 1 - Assumptions
The site visit will be attended by City staff, Carollo, and Carollo’s inspection subconsultant.
Entry into the MCZ will only be conducted when the flow is down to minimal levels.
It is anticipated that this task can be completed over a one-day period.
The MCZ will be cleared of trespassers and made safe for entry by the City prior to arrival on site.
Entry into structures located above or adjacent to the MCZ is not included in the scope of work.
Deliverables: Field notes and photographs/videos provided in electronic form.
Task 2 - Internal Inspection of the MCZ
Carollo will execute a subcontract agreement with AIMS for internal inspection work. The subcontractor will perform a NASSCO PACP inspection via manned entry of the MCZ segment, including laterals identified during Task 1.
Carollo will perform quality assurance of the inspection data obtained by the subcontractor and prepare a draft and final report on the findings (Task 3). The scope of services performed for this task will include the following:
Mobilization.
Minor traffic control as required.
Manned entry inspection of approximately 3,000 lineal feet of the MCZ between 1st Street and 9th Street. CCTV inspection via manned entry of the MCZ and laterals identified in Task 1. Minor cleaning and disposal of solids/debris as required to perform inspection work. Preparation of inspection logs using NASSCO PACP defect coding for the MCZ and laterals identified in Task 1.
Task 2 - Assumptions
The site visit will be attended by City staff, Carollo, and Carollo’s inspection subconsultant.
Entry into the MCZ will only be conducted when the flow is down to minimal levels.
It is anticipated that this task can be completed over a two-day period.
The City will clean the MCZ of solids/debris and make it safe for entry prior to arrival on site.
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Mr. John Harris, P.E. , Director of Municipal Utilities and Engineering City or Redlands Municipal Utilities and Engineering Department May 22, 2023
Laterals that are planned for inspection will be cleaned of debris and suitable for CCTV access prior to arrival on site.
The City will provide access to all manholes along the alignment and at laterals as required for inspection.
The City will provide for major traffic control if it is needed.
Solids and debris removed under this task will be disposed of at a City owned site at no additional expense.
The City will provide water for cleaning, such as a mobile meter or fire hydrant hookup.
Deliverables: Field notes and copies of the CCTV videos provided in electronic form as part of Task 3.
Task 3 - Condition Assessment Report
After completion of Task 1 and Task 2, Carollo will prepare a draft condition assessment report that captures the findings from all tasks.
The draft report will also include recommendations and will be submitted to the City for review and comments.
Following the City’s review period, Carollo will hold an in-person meeting with the City to review the comments on the draft report and discuss the findings.
The Final report will be completed within two weeks after receipt and discussion of comments from the City.
Deliverables: Draft and Final versions of the Condition Assessment Report in PDF format.
Task 4 - Meetings and Project Management
This task includes time for management of the project and email/phone correspondence with the City and monthly invoicing. It has been assumed that the following meetings will be required:
Meeting No. 1 - Kick Off Meeting. This meeting will be conducted virtually via Teams and will include a review of the proposed scope of work and proposed schedule for the on-site condition assessment. This meeting will also be used to coordinate the execution of Task 1.
Meeting No. 2 - Coordination Meeting. This meeting will be conducted virtually via Teams and will be used to coordinate the execution of Task 2.
Meeting No. 3 - Review Draft Report. This meeting will be conducted in person at the City and will review the findings of the visual condition assessment and the draft report.
Deliverables: Monthly invoicing, Meeting Agendas, Meeting Notes all in electronic format.
Schedule
It has been assumed that the work will take approximately eight weeks to complete following the Notice to Proceed. As noted above, flow levels within the MCZ will need to be minimal prior to beginning work.
Cost Proposal
The attached Exhibit A provides a breakdown of tasks and budget hours for personnel to be involved with the condition assessment work, with a not-to-exceed total at the bottom. It is assumed that we would bill our time on a time and materials basis.
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Mr. John Harris, P.E. , Director of Municipal Utilities and Engineering City or Redlands Municipal Utilities and Engineering Department May 22, 2023
We appreciate the opportunity to be of further service to the City. If you should require any additional information, please let us know and we would be happy to provide it.
Sincerely,
CAROLLO ENGINEERS, INC.
James Doering, PE, SE
Vice President
gjgj:mc
Enclosures: Exhibit A - Fee Estimate
cc: Graham J.G. Juby, PhD, PE
Greg Gould, PE
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$300 $285 $240 $188 $150 $127 $127 $14.00
14 6 0 11 $2,568 $154 $0 $2,722
16 8 0 24 $6,064 $336 $1,200 $0 $7,600
1 20 0 14 0 0 0 35 $8,632 $0 $490 $1,200 $0 $10,322
22 1 0 5 $1,358 $70 $0 $1,428
86 0 14 $3,408 $196 $0 $3,604
22 4 2 0 28 $7,816 $18,375 $392 $0 $26,583
4 34 0 9 0 0 0 47 $12,582 $18,375 $658 $0 $0 $31,615
43 2 1 2 4 52 $13,084 $728 $0 $13,812
11 2 6 2 21 $5,102 $294 $0 $5,396
5 44 0 18 0 0 6 73 $18,186 $0 $1,022 $0 $0 $19,208
12 1 0 4 $1,058 $56 $0 $1,114
24 2 0 8 $2,116 $112 $0 $2,228
48 4 0 16 $4,232 $224 $0 $4,456
7 14 0 7 0 0 0 28 $7,406 $0 $392 $0 $0 $7,798
17 112 0 48 0 0 6 183 $46,806 $18,375 $2,562 $1,200 $0 $68,943 Carollo Labor Excl PECE
EXHIBIT A
CITY OF REDLANDS
STORM CHANNEL CONDITION ASSESSMENT
CAROLLO ENGINEERS
FEE ESTIMATE (May 22, 2023)
Senior Professional
Lead Project Professional
Professional
Assistant Professional
CAD/GIS
Graphics
WP
Total Carollo Labor Hours
Subs
PECE
Equipment, Supplies, Travel
Analytical Costs
Total Costs
AIMS
Task 1 - Prepare for and Conduct Field Visit
1.1 Preparation
1.2 Field Visit - Condition Assessment
CITY OF REDLANDS - STORM CHANNEL CONDITION
ASSESSMENT
Subtotal - Task 1
Task 2 - Internal Inspection of the MCZ
2.1 Prepare inspection plan
2.2 Perform inspection of channel and laterals
Subtotal - Task 2
Task 3 - Condition Assessment Report
3.1 Prepare and submit Draft Report
3.2 Prepare and Submit Final Report
Subtotal - Task 2
2.3 Review inspection findings
4.1 Kick-off Meeting (Teams Call)
4.2 Meeting No. 2 (Teams Call)
Subtotal - Task 3
TOTAL NOT TO EXCEED
Task 4 - Project Meetings and Management
4.3 Meeting No. 3 (In-person Review Draft Report)
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1 I:\cmo\Agreements\Carollo Engineers, Inc. Professional Engineering Services Agreement-Zanja Channel FY23-0025.docx-ms
AGREEMENT TO PERFORM PROFESSIONAL ENGINEERING
SERVICES
This agreement for the provision of a professional engineering condition assessment of the Mission Zanja Channel (“Agreement”) is made and entered in this 20th day of February, 202 4 (“Effective Date”), by and between the City of Redlands, a municipal corporation (“City”) and Carollo Engineer s, Inc., a Delaware corporation (“Consultant”). City and Consultant are sometimes individually referred to herein as a “Party” and, together, as the “Parties.” In consideration of the mutual promises contained herein, City and Consultant agree as follows:
ARTICLE 1 – ENGAGEMENT OF CONSULTANT
1.1 City hereby engages Consultant to provide professional engineering services for City, to be received and reviewed by the City Attorney of City and her designees (the “Services”).
1.2 The Services shall be performed by the Consultant in a professional manner, and Consultant represents that it has the skill and the professional expertise necessary to provide the Services to City at a level of competency presently maintained by other practicing professional consultants in the industry providing like and similar types of Services.
ARTICLE 2 – SERVICES OF CONSULTANT
2.1 The Services that Consultant shall perform are more particularly described in Exhibit “A,” titled “Scope of Work,” which is attached hereto and incorporated herein by reference.
2.2 Consultant shall comply with applicable federal, state , and local laws and regulations in the performance of this Agreement including, but not limited to, any applicable State prevailing wage laws.
2.3 Consultant shall provide all reports, documents, communications, and data associated with the Services to the City Attorney of City, and/or the City Attorney’s authorized designees.
All such reports, documents, communications, and data shall be considered strictly confidential, and shall be treated as protected by the attorney work -product doctrine. All such information and any written product in connection with Consultant’s Services shall be marked as “Confidential/Attorney-Work Product.”
ARTICLE 3 – RESPONSIBILITIES OF CITY
3.1 City designates Yvette M. Abich Garcia, City Attorney, and Tabitha Crocker, Facilities and Community Services Department Director, as City’s representatives with respect to performance of the Services, and such persons shall have the authority to transmit instructions, receive information, interpret, and define City’s policies and decisions with respect to performance of the Services.
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2 I:\cmo\Agreements\Carollo Engineers, Inc. Professional Engineering Services Agreement-Zanja Channel FY23-0025.docx-ms ARTICLE 4 – PERFORMANCE OF SERVICES
4.1 Consultant shall perform and complete the Services in a prompt and diligent manner in accordance with the schedule set forth in Exhibit “A,” titled “Scope of Services,” which is attached hereto and incorporated herein by reference.
4.2 The Services shall be completed within forty (40) working day(s) after the date of City’s issuance of a Notice to Proceed.
4.3 If Consultant’s Services include deliverable electronic visual presentation materials, such materials shall be delivered in a form, and made available to the City, consistent with City Council adopted policy for the same. It shall be the obligation of Cons ultant to obtain a copy of such policy from City staff.
ARTICLE 5 – PAYMENTS TO CONSULTANT
5.1 Total compensation for the Consultant’s performance of the Services shall not exceed the amount of sixty eight thousand nine hundred forty -three dollars ($68,943). City shall pay Consultant on a time and materials basis up to the not to exceed amount in accordance with Exhibit “B,” titled “Fee Estimate,” which is attached hereto and incorporated herein by reference.
5.2 Consultant shall submit monthly invoices to City describing the Services performed during the preceding month. Consultants’ invoices shall include a brief description of the Services performed, the dates the Services were performed, the number of hours spent and by whom, and a description of any reimbursable expenses related to the Services. City shall pay Consultant no later than thirty (30) days after receipt and approval by City of Consultant’s invoice.
5.3 Any notice or other communication required, or which may be given, pursuant to this Agreement, shall be in writing. Any such notice shall be deemed delivered (i) on the date of delivery in person; (ii) five (5) days after deposit in first class registered mail, with return receipt requested; (iii) on the actual delivery date if deposited with an overnight courier; or (iv) on the date sent by facsimile, if confirmed with a copy sent contemporaneously by first class, certified, registered or express mail; in each case properly posted and fully prepaid to the appropriate address set forth below, or such other address as a Party may provide notice in accordance with this section:
CITY: CONSULTANT:
FCS Director, Tabitha Crocker
City of Redlands
35 Cajon Street, Suite 222
P.O. Box 3005 (mailing)
Redlands, CA 92373
[email protected]
Phone: (909) 798-7505
Fax: (909) 792-8715
Graham J.G. Juby, Senior Project Manager
Carollo Engineering, Inc.
3400 Central Avenue, Suite 205
Riverside, CA 92506
[email protected]
Phone: (951) 776-3955
Fax: (951) 776-4207
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3 I:\cmo\Agreements\Carollo Engineers, Inc. Professional Engineering Services Agreement-Zanja Channel FY23-0025.docx-ms ARTICLE 6 – INSURANCE AND INDEMNIFICATION
6.1 The following insurance coverage required by this Agreement shall be maintained by Consultant for the duration of its performance of the Services. Consultant shall not perform any Services unless and until the required insurance listed below is obtained by Consultant.
Consultant shall provide City with certificates of insurance and endorsements evidencing such insurance prior to commencement of the Services. Insurance policies shall include a provision prohibiting cancellation or modification of the policy except upon thirty (30) days prior written notice to City.
A. Workers’ Compensation and Employer’s Liability insurance in the amount that meets statutory requirements with an insurance carrier acceptable to City, or certification to City that Consultant is self-insured or exempt from the workers’ compensation laws of the State of California. Consultant shall execute and provide City with Exhibit “ C,” titled “Workers’ Compensation Insurance Certification,” which is attached hereto and incorporated herein by this reference, prior to performance of the Services.
B. Comprehensive General Liability insurance with carriers acceptable to City in the minimum amount of One Million Dollars ($1,000,000) per occurrence and Two Million Dollars ($2,000,000) aggregate, for public liability, property damage and personal injury is required. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self-insurance maintained by City.
C. Business Auto Liability coverage, with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined single limit bodily injury liability and property damage liability. This coverage shall include all Consultant owned vehicles used in connection with Consultant’s provision of the Services, hired and non-owned vehicles, and employee non -ownership vehicles. City shall be named as an additional insured and such insurance shall be primary and non -contributing to any insurance or self - insurance maintained by City.
D. Consultant is expressly prohibited from assigning or subcontracting any of the Services without the prior written consent of City. In the event of mutual agreement by the Parties to assign or subcontract a portion of the Services, Consultant shall add such assignee or subcontractor as an additional insured to the insurance policies required hereby and provide City with the insurance endorsements prior to any Services being performed by the assignee or subcontractor.
6.2 Consultant shall defend, indemnify , and hold harmless City and its elected officials, employees, and agents from and against any and all claims, losses or liability, including attorneys’ fees, arising from injury or death to persons or damage to property occasioned by any negligent act or omission by, or the willful misconduct of, Consultant, or its officers, employees and agents in performing the Services.
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4 I:\cmo\Agreements\Carollo Engineers, Inc. Professional Engineering Services Agreement-Zanja Channel FY23-0025.docx-ms ARTICLE 7 – CONFLICTS OF INTEREST
7.1 Consultant covenants and represents that it does not have any investment or interest in any real property that may be the subject of this Agreement or any other source of income, interest in real property or investment that would be affected in any manner or degree by the performance of Consultant’s Services. Consultant further covenants and represents that in the performance of its duties hereunder, no person having any such interest shall perform any Services under this Agreement.
7.2 Consultant agrees it is not a designated employee within the meaning of the Political Reform Act because Consultant:
A. Does not make a governmental decision whether to:
(i) approve a rate, rule, or regulation, or adopt or enforce a City law; (ii) issue, deny, suspend, or revoke any City permit, license, application, certification, approval, order or similar authorization or entitlement;
(iii) authorize City to enter into, modify, or renew a contract; (iv) grant City approval to a contract that requires City approval and to which City is a party, or to the specifications for such a contract; (v) grant City approval to a plan, design, report, study or similar item; (vi) adopt, or grant City approval of, policies, standards or guidelines for City or for any subdivision thereof.
B. Does not serve in a staff capacity with City and in that capacity, participate in making a governmental decision or otherwise perform the same or substantially the same duties for City that would otherwise be performed by an individual holding a position s pecified in City’s Conflict of Interest Code under Government Code section 87302.
7.3 In the event City determines that Consultant must disclose its financial interests, Consultant shall complete and file a Fair Political Practices Commission Form 700, Statement of Economic Interests, with the City Clerk’s office pursuant to the written ins tructions provided by the City Clerk.
ARTICLE 8 – GENERAL CONSIDERATIONS
8.1 In the event any action is commenced to enforce or interpret any of the terms or conditions of this Agreement the prevailing Party shall, in addition to any costs and other relief, be entitled to the recovery of its reasonable attorneys’ fees, including fees for the use of in - house counsel by a Party.
8.2 Consultant shall not assign any of the Services, except with the prior written approval of City and in strict compliance with the terms and conditions of this Agreement. Any assignment or attempted assignment without such prior written consent may, in the sole discretion of City, result in City’s immediate termination of this Agreement.
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8.3 Consultant is for all purposes under this Agreement an independent contractor and shall perform the Services as an independent contractor. Neither City nor any its agents shall have control over the conduct of Consultant or Consultant’s employees, except a s herein set forth. Consultant shall supply all necessary tools and instrumentalities required to perform the Services. Assigned personnel employed by Consultant are for its account only, and in no event shall Consultant or personnel retained by it be deem ed to have been employed by City or engaged by City for the account of, or on behalf of City. Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent, nor shall Consultant have any authority, express or implied, to bind City to any obligation.
8.4 This Agreement may be terminated by City, in its sole discretion, by providing not less than five (5) days prior written notice to Consultant of City’s intent to terminate. If this Agreement is terminated by City, an adjustment to Consultant’s compensation shall be made, but (1) no amount shall be allowe d for anticipated profit or unperformed Services, and (2) any payment due Consultant at the time of termination may be adjusted to the extent of any additional costs to City occasioned by any default by Consultant. Upon receipt of a termination notice, Consultant shall immediately discontinue its provision of the Services and, within five (5) days of the date of the termination notice, deliver or otherwise make available to City, copies (in both hard copy and electronic form, where applicable) of project related data, design calculations, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumulated by Consultant in performing the Services. Consultant shall be compensated on a pro-rata basis for Services completed up to the date of termination.
8.5 Consultant shall maintain books, ledgers, invoices, accounts and other records and documents evidencing costs and expenses related to the Services for a period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant pursuant to this Agreement. Such books shall be available at reasonable times for examination by City at the office of Consultant.
8.6 This Agreement, including the Exhibits incorporated herein by reference, represents the entire agreement and understanding between the Parties as to the matters contained herein, and any prior negotiations, written proposals or verbal agreements relating to such matters are superseded by this Agreement. Except as otherwise provided for herein, any amendment to this Agreement shall be in writing, approved by City and signed by City and Consultant.
8.7 This Agreement shall be governed by and construed in accordance with the laws of the State of California.
8.8 If one or more of the sentences, clauses, paragraphs or sections contained in this Agreement is declared invalid, void or unenforceable by a court of competent jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not affect, impair or invalidate the remaining sentences, clauses, paragraphs or Redlands Regular Meeting of 02-20-24
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6 I:\cmo\Agreements\Carollo Engineers, Inc. Professional Engineering Services Agreement-Zanja Channel FY23-0025.docx-ms sections contained herein, unless to do so would deprive a Party of a material benefit of its bargain under this Agreement.
IN WITNESS WHEREOF, duly authorized representatives of City and Consultant have signed in confirmation of this Agreement.
CITY OF REDLANDS CAROLLO ENGINEERS, INC.
By: By: _
Eddie Tejeda, Mayor Graham J.G. Juby, Senior Project
Manager
ATTEST:
By: _
Jeanne Donaldson, City Clerk
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EXHIBIT "A"
SCOPE OF WORK
Scope of Work
Task 1 - Initial Site Visit and Assessment
Carollo will prepare for and coordinate with the City a suitable day for entering and conducting a preliminary condition assessment of the existing Mission Creek Zanja (“MCZ”) between 1st Street and 9th Street in the City of Redlands. Once on site, the condition assessment will be undertaken and will include Carollo staff entering the MCZ and assessing the entire length of the specified portion of the MCZ. The purpose of this assessment will be to establish the initial condition and i dentify areas for the m ore detailed assessment and closed -circuit television (CCTV) inspection that will follow (Task 2).
Carollo’s engineers will carry out a visual condition assessment and record the condition of the MCZ with digital photographs and/or high-definition video. Sounding of the concrete with a claw hammer will be carried out for general condition assessment and localized areas where deterioration is suspected and where the surface is safely within reach. Carollo will also make a reconnaissan ce of the improvements above the channel, where possible.
However, we are not proposing to enter any buildings located above or adjacent to the channel.
The preliminary findings of this initial assessment will be shared with a subcontractor (AIMS) that we will subcontract with to perform a National Steel and Shipbuilding Company (NASSCO) Pipeline Assessment Certification Program (PACP) inspection of the MCZ and up to 10 laterals that feed into MCZ that are to be selected by the City (Task 2). Laterals will be assessed to the extent of their reach or 30 feet, whichever is less. This initial assessment will also serve to identify the condition of the MCZ and whether cleaning or additional preparation work will need to be completed by the City prior to execution of subsequent tasks.
This will be a visual condition assessment only and will not include taking core samples of concrete, surface testing, etc. It is anticipated that this task can be completed in one day on site, together with some preparatory work.
Task 2 - Internal Inspection of the MCZ
Carollo will execute a subcontract agreement with AIMS for internal inspection work. The subcontractor will perform a NASSCO PACP inspection via manned entry of the MCZ segment, including laterals identified during Task 1.
Carollo will perform quality assurance of the inspection data obtained by the subcontractor and prepare a draft and final report on the findings (Task 3). The scope of services performed for this task will include the following:
▪ Mobilization.
▪ Minor traffic control as required.
▪ Manned entry inspection of approximately 3,000 lineal feet of the MCZ between 1st Street and 9th Street. ▪ CCTV inspection via manned entry of the MCZ and laterals identified in Task 1. ▪ Minor cleaning and disposal of solids/debris as required to perform inspection work. ▪ Preparation of inspection logs using NASSCO PACP defect coding for the MCZ and laterals identified in Task 1.
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Task 3 - Condition Assessment Report
After completion of Task 1 and Task 2, Carollo will prepare a draft condition assessment report that captures the findings from all tasks and submit directly to the City Attorney of City.
The draft report will also include recommendations and will be submitted to the City Attorney for review and comments. Following the City Attorney’s review period, Carollo will hold an in -person meeting with the City Attorney and her designees to review the comments on the draft report and discuss the findings.
The Final report will be completed within two weeks after receipt and discussion of comments from the City and shall be treated as confidential pursuant to the attorney-client privilege.
Deliverables: Draft and Final versions of the Condition Assessment Report in PDF format.
Task 4 - Meetings and Project Management
This task includes time for management of the project and email/phone correspondence with the City and monthly invoicing. It has been assumed that the following meetings will be required:
▪ Meeting No. 1 - Kick Off Meeting. This meeting will be conducted virtually via Teams and will include a review of the proposed scope of work and proposed schedule for the on -site condition assessment. This meeting will also be used to coordinate the execution of Task 1. ▪ Meeting No. 2 - Coordination Meeting. This meeting will be conducted virtually via Teams and will be used to coordinate the execution of Task 2.
▪ Meeting No. 3 - Review Draft Report. This meeting will be conducted in person at the City and will review the findings of the visual condition assessment and the draft report.
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EXHIBIT “B”
FEE ESTIMATE
Below is a breakdown of tasks and budget hours for personnel and subcontractors to be involved with the condition assessment work. Subcontractor’s costs have been marked up by 5 percent.
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EXHIBIT "C"
WORKERS’ COMPENSATION INSURANCE CERTIFICATION
Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:
( a ) By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. ( b ) By securing from the Director of Industrial Relations, a certificate of consent to self-insure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his or her employees.
CHECK ONE
I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self- insurance in accordance with the provisions of that Code, and I will comply with su ch provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).
I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City with a certificate of consent to self -insure, or a certification of workers’ compensation insurance.
I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.
CAROLLO ENGINEERS, INC.
By:
Graham J.B. Juby, Senior Project Manager
Date:
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City Council Meeting H. 4.
DATE: 02/20/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the Agreement for Services with the Ecology Center to participate in their Market Match program to distribute nutrition incentives in the amount of $7,000, approve an additional appropriation of $8,500, and approve an in-kind services grant match of $11,966.51 (Facilities and Community Services Director Crocker)
MOTION(S):
If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:
I move to approve the the Agreement for Services with the Ecology Center to participate in their Market Match Program.
1. I move to approve an additional appropriation of $8,500, and approve an in-kind service grant match of $11,966.51.
2. RECOMMENDATION:
Staff recommends that City Council approve the the Agreement for Services with the Ecology Center, to participate in their Market Match Program, approve an additional appropriation of $8,500, and approve an in-kind service grant match of $11,966.51.
DISCUSSION:
The Federal Supplemental Nutrition Assistance Program (SNAP), called CalFresh in California and occasionally referred to as "food stamps," is the largest food assistance program in the nation. Market Match, administered through the Ecology Center, is California’s SNAP healthy food incentive program which matches customers’ nutrition assistance benefits, like CalFresh and WIC at farmers’ markets. The matching funds allow SNAP recipients to buy Redlands Regular Meeting of 02-20-24
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more fruits and vegetables from eligible farmers' markets such as the Redlands Certified Farmers Markets. Market Match empowers qualifying shoppers to make healthy food choices by overcoming financial barriers. The intent of the program is to encourage job creation, local economic development, and civic engagement by leveraging the benefits of farmers’ markets for a broader community.
The City is partnering with the Ecology Center to participate in their Market Match program to distribute nutrition incentives to SNAP customers, at Redlands Farmers Market, funded by the California Department of Food and Agriculture Grant awarded to the Ecology Center. Market Match incentives provide a dollar-for-dollar match (For each SNAP benefit spent, the customer receives one dollar of Market Match incentive up to $10.00), per market day. Market Match incentives have steadily increased over the years. With the expansion of the Saturday Morning Farmer's Market in 2023, staff is anticipating more customers visiting the market. An in-kind match in the amount of $11,966.51 will be fulfilled through staff time at the market distributing and redeeming the SNAP EBT and Market Match incentives, along with administering the grant. The term of this grant is from January 1, 2024, through December 31, 2024.
Since 2017 through 2023, the City Council has approved the acceptance of Market Match grant funds for use at the City's Certified Farmers Markets. The Saturday Morning Certified Farmers Market has continued in operation as an essential service throughout the Covid-19 pandemic. The program has been an extraordinary success, with a cumulative 1,433 participants who have used the program with $16,874.00 in incentives provided for the purchase of locally grown fresh fruits and vegetables. If approved, the grant funds for the sixth year will be dedicated to continuing the Market Match incentive program, including advertising for customer outreach, incentives distributed to participants, and program administration for data tracking and distribution of incentives at the market.
ALTERNATIVES:
City Council may elect not to participate in the California Market Match Program at this time.
STRATEGIC PLAN:
Not applicable.
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SUBMITTED BY:
Facilities and Community Services Director Crocker
RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:
Dave Jaffe, Recreation Supervisor
Fiscal Impact
Fiscal Year: FY 2023-24
Revenue Generating: Yes
Discussion:
This grant will provide total funds in the amount of $8,500.00. Of this total, $1,500.00 will be used towards promoting and administering the program and $7,000.00 will be used towards incentives. The City is required to provide match of $11,966.51 of in-kind services.
Attachments
MOU with CDFA
Additional Appropriation
Agreement with Ecology Center
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Martin Bourque
2/9/23
Sarah Hanson
2/17/23
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D
ATE OF REQUEST:
A
n additional appropriation is hereby requested as follows:
Department:
JUSTIFICATION:
Requested By:
Recommended By Finance Director: Recommended:
Yes No Signed
Comments: Approved by City Council:
Date:
Signed:
City Clerk
REVENUE APPROPRIATION INCREASE (if applicable)
EXPENDITURE APPROPRIATION INCREASE (if applicable)
$
-
$
-
TR
ANSACTION NO:
ACCOUNTING PERIOD:
A
ccount Description Orgkey Object Code Job Ledger (If
applicable) Amount
Job Ledger (If
applicable) AmountAccount Description Orgkey Object Code Department Head
City Manager
CIT
Y OF REDLANDS
R
EQUEST FOR ADDITIONAL APPROPRIATION
FINAN
CE USE ONLY
P
age 1 of 1
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1 AGREEMENT FOR SERVICES
THIS AGREEMENT ("Agreement") is made and entered into by the Ecology Center, a nonprofit public benefit corporation organized under the laws of the State of California with offices at 2530 San Pablo Avenue, Berkeley, California, 94702 and City of Redlands, a municipal corporation, with offices at 111 West Lugonia, Redlands, California, 92374 (hereafter "Contractor," and together with the Ecology Center, the "Parties").
WHEREAS, the Ecology Center enters into this Agreement to carry out a portion of its California Nutrition Incentive Program (“CNIP”) Grant Agreement with the California Department of Food and Agriculture- (“CDFA”) grant contract number 22-1464-001-SF.
WHEREAS, Contractor has the required capacity to provide the services sought by the Ecology Center; and
WHEREAS, Ecology Center wishes to utilize Contractor's services and abilities during the term of this Agreement, and Contractor is willing to offer such services upon the terms and conditions contained in this Agreement;
NOW THEREFORE, in consideration of the promises contained herein, the Parties agree as follows:
1. Term, Engagement, Services, Termination: This Agreement is effective as of January 1, 2024 and terminates on December 31, 2024 unless terminated earlier as provided herein. During the term of this Agreement, the Ecology Center hereby engages Contractor and Contractor hereby agrees to serve the Ecology Center, as an independent contractor and not as an employee or agent of the Ecology Center.
Contractor shall be available to work for reasonable periods of time to perform the scope of services and provide deliverables according to the budget and schedule as set forth in Attachment A: Budget, Attachment B: Scope of Work, and Attachment C: Debarment Certification Form (the "Services"), included with and hereby made a part of this agreement. Either party to this Agreement may terminate this Agreement at any time, with or without cause, by giving the other party thirty (30) days written notice. Should Contractor default in the performance of this Agreement or materially breach any of its terms, the Ecology Center at its option, may terminate this Agreement effective immediately upon giving written notice to Contractor stating the reason for the termination of this Agreement.
Contractor’s original grant proposal and any revisions thereto, including all supplemental documentation provided by contractor to document grant deliverables, match, and incentives to be distributed, is incorporated by reference as a part of this agreement.
2. Compliance with Terms of the Ecology Center Grant CDFA Agreement 22- Redlands Regular Meeting of 02-20-24
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2 1464-001-SF: Contractor agrees to comply with all terms and conditions applicable to the Ecology Center’s Grant Agreement with 22-1464-001-SF.
Contractor also agrees to comply with all applicable Federal and State regulations, including but not limited to, the Code of Federal Regulations (2CFR 230, 2CFR 200), Research Terms and Conditions (06/11) and NIFA Agency Specific Terms and Conditions (10/14) at
https://www.nifa.usda.gov/grants/regulations-and-guidelines/federal- regulations; General Provisions found in Title 2: 2CFR Part 400; 2 CFR Part 415; 2 CFR Part 416; 2 CFR Part 418; 2 CFR Part 422; 7 CFR 3015, 3016, 3019, Title 7: 7 CFR Part 3430, and allowable cost principles found in 2 CFR 220, 225, and 230 or Federal Acquisition Regulation 48 CFR 31.2 – all incorporated by reference and found at
http://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR Contractor also agrees to comply with the provisions of the Fair Employment and Housing Act (Gov. Code 12990 (a-f) and the applicable regulations promulgated there under California Code of Regulations, Title2, Section 7285.
Contractor is required to provide a non-federal match as stated in Attachment A: Budget. All matching funds must directly benefit and be specifically identifiable with approved project objectives. The Contractor is required to maintain complete, accurate, up-to-date records to support all matching activities under the award. Matching requirements may not be satisfied with Federal funds or with property or services provided under another Federal assistance award.
Ecology Center may withhold payment of funds for expenses deemed unallowable by CDFA. In the event that it is determined by the Ecology Center that a contractor has been paid for work and expenses that are deemed unallowable, Contractor will be required to refund to the Ecology Center all grant funds which were disbursed to the Contractor for unallowable expenses.
3. Compensation, Project Expenses, and Payment Terms: A budget that is agreed to by both parties is attached to this Agreement as Attachment A. Total expenses for Services, excluding incentives, shall not exceed $1,500.00 Contractor agrees to distribute $7,000 in incentives on SNAP/CalFresh purchases as set forth in Attachment B. Total payment for Services and Incentives distribution under this Agreement shall not exceed $8,500.
Contractor may only distribute incentives at outlets that have been approved for participation by USDA’s Food and Nutrition Services (FNS) via a Memorandum of Understanding (MOU). A signed MOU between CDFA and each outlet must be reviewed and approved by CDFA prior to the outlet’s participation. Distributing incentives at outlets not approved by CDFA is a violation of this contract and Contractor will be required to repay grant funds for incentives distributed through unauthorized outlets.
Any changes to the attached budget must be agreed to in writing by the Ecology Center prior to Contractor incurring costs exceeding the original Redlands Regular Meeting of 02-20-24
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3 budgeted amount of any line item. Contractor is entitled to reimbursement for reasonable expenses to the extent that such expenses are budgeted, necessary for the performance of the Services under this Agreement, and are considered allowable costs under applicable Federal and State regulations as outlined and noted in Section 2 of this contract agreement. Monthly invoices and back-up documentation shall be e-mailed in the provided Excel formats and submitted by the 7th day of the month following the reporting/invoicing month to receive payment within thirty (30) days of the Ecology Center’s receipt of the invoice and all required backup documentation, with the exception that in no case shall the Contractor receive payment prior to the Ecology Center’s receipt of payment from CDFA for the period billed.
Monthly invoices must be submitted using the invoice, timesheet and mileage tracking templates provided by the Ecology Center and must adhere to all procedures and policies as required by the Ecology Center. Invoicing documents must include the dates and hours worked and the nature of the work performed in the description. Contractor shall attach original or scanned copies of receipts for all expenses billed under this Agreement. All original receipts, invoices, and other back-up documentation must be retained by the Contractor and kept on file, available on request for audit purposes. The invoice and all required documentation must be submitted before a payment will be processed. The Ecology Center may withhold payment on an invoice until all required information or documentation has been provided by Contractor. Monthly progress reports are due by the 7th day of the month following the reporting month. Monthly reports must include a description of the amount of incentives distributed by market/site for the reporting month.
4. Independent Contractor: Contractor and the Ecology Center agree that Contractor is, and shall be, an independent contractor and not an employee or agent of the Ecology Center. Nothing in this Agreement shall be interpreted or construed as creating the relationship of employer and employee between the Ecology Center and Contractor and/or Contractor's approved employees or subcontractors.
Contractor is responsible for all applicable legal and governmental obligations as an independent contractor, including, without limitation, all business licenses, worker's compensation and liability insurance requirements and the withholding and transmittal of all fees and taxes. Contractor shall not be an agent of the Ecology Center and shall not have any authority to sign agreements for the Ecology Center or to bind the Ecology Center to any agreements or other obligations.
Any agreement to be executed for the Ecology Center shall be presented to and be signed by a duly authorized representative of the Ecology Center.
It is expected that Contractor will work directly with the Ecology Center in performing the Services. However, if Contractor wishes to hire subcontractors in performance of the Services, Contractor must obtain the Redlands Regular Meeting of 02-20-24
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4 prior written consent of the Ecology Center and, in that event: (i) each approved subcontractor must agree to terms consistent with the terms of this Agreement; (ii) approved subcontractors shall be Contractor's sole responsibility; and (iii) Contractor shall be solely responsible for the approved subcontractors' compensation and for compliance with all applicable legal and tax requirements.
5. Taxes: If Contractor, or Contractor's organization, is not incorporated, the Ecology Center will inform Contractor of the total amount of payments made to Contractor on a calendar year basis during January of the following year and report such payments as required by law. Contractor shall be responsible for complying with all applicable national and local employment, income and other tax laws.
6. Indemnification: Contractor agrees to protect, indemnify, defend and hold harmless the Ecology Center and its directors, officers, employees and agents from and against any and all claims, demands, actions, judgments, fines, penalties, liabilities, losses, settlements, taxes, damages, injuries, costs or expenses (including, without limitation, attorneys' fees and all other fees and costs incurred in investigating or defending any claim or action), either directly or indirectly, which may be asserted against any of the foregoing persons by Contractor, Contractor's employees, agents or subcontractors, or third parties, in any manner related to, arising out of or resulting from:
(a) Contractor's performance of the Services under this Agreement; (b) any failure of Contractor to perform its obligations under this Agreement; (c) any claim that the Services and/or Deliverables infringe the intellectual property rights of a third person;
(d) any acts of Contractor beyond the scope of its authority under this Agreement; (e) any negligence, willful misconduct or other wrongful acts or omissions of Contractor, its employees, agents or subcontractors; (f) any injury, damage or death to Contractor, its employees, agents, subcontractors,
partners or other representatives; or
(g) any injury, damage or death to any third party.
7. Representations and Warranties: Contractor represents and warrants that: (a) Contractor has the full power to enter into and perform this Agreement and to make the grant of rights contained herein; (b) all Services performed hereunder shall be performed in accordance with the Ecology Center's specifications and requirements and with all necessary care, skill and diligence; (c) the Deliverables will meet the description of Deliverables set forth in Attachment B; (d) upon delivery of each Deliverable, the Ecology Center will have marketable title to such Deliverable, free and clear of all liens and encumbrances; and (e) the use of the Deliverables for the purposes intended will not infringe upon or violate any rights of privacy, publicity, patents, copyrights or any other rights of any nature of any third party.
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5 8. Confidentiality: Contractor acknowledges that Contractor will have access to proprietary and confidential information in order to perform specific duties and provide the Services. Contractor warrants that Contractor will not use or disclose any information received or obtained by Contractor in connection with Contractor's performance of the Services except as necessary to comply with a subpoena, court order or to comply with State or Federal law.. This warranty shall not apply in any instance where the Ecology Center has expressly directed Contractor, in writing, to disclose information to a third party.
9. Legal Compliance: The laws of the State of California shall govern the interpretation of this Agreement. Any action to enforce this Agreement shall be brought in the Superior Court for the County of Alameda or in the U.S.
District Court for the Northern District of California, San Francisco, California.
10. Assignment: Contractor may not assign, delegate or subcontract neither this Agreement nor any of its rights, duties or obligations under this Agreement without the prior written consent of the Ecology Center. Any purported assignment or delegation not consented to by the Ecology Center shall be void at the Ecology Center’s option and shall constitute a material breach of this Agreement.
11. Amendments and Waivers: Any supplement to or modification or waiver of any provision of this Agreement must be in writing and signed by authorized representatives of both Parties. A waiver by either party of any breach of this Agreement will not operate as a waiver of any other breach of this Agreement.
12. Notices: All notices required under this Agreement will be delivered in writing to the recipient's contact designated in the first paragraph of this Agreement, or to such other contact as designated in writing from time to time. Notices shall be by hand delivery, nationally recognized overnight courier, certified or registered mail, email, or facsimile and will be effective upon receipt or when delivery is refused, whichever occurs sooner.
13. Records: All financial records and documentation pertaining to this contract, including incentives and match expenses, will be maintained for three years after the completion of the grant period, Dec 31, 2027. All original expense receipts, invoices, and other back-up documentation must be retained by the Contractor and kept on file, available on request for audit purposes.
If any provision of this Agreement is prohibited or is unenforceable, said provision shall be ineffective to the extent of such prohibition or unenforceability, without invalidating any of the remaining provisions of this Agreement.
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6 This Agreement contains the entire agreement of the Parties and supersedes any and all previous agreements, which may have been made, whether orally or in writing.
WHEREFORE, the Parties have executed this Agreement as of the date(s) set forth below.
The Ecology Center
Signed:
Martin Bourque, Executive Director
Date:
City of Redlands
Signed:
Eddie Tejeda, Mayor
Date:
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Attachment A: Budget 7
CITY OF REDLANDS
MARKET MATCH BUDGET: JAN 1 2024 - DEC 31 2024
SECTION A: SALARIED PERSONNEL (DO NOT INCLUDE VOLUNTEERS)
PERSONNEL TITLE NAME OF PERSONNEL
PERFORMING WORK
PERSONNEL
SALARY
PERCENT
ALLOCATED
ON PROJECT
CAL.
MONTHS ON
PROJECT
FRINGE RATE
(IF
APPLICABLE)
EXPENSE
TOTAL (SAL &
FB)
GRANT FUNDS NON-FEDERAL
MATCH
TOTAL
BUDGET JUSTIFICATION (NARRATIVE)
MATCH SOURCE (IF APPLICABLE)
$0.00 $0.00
SECTION A TOTAL $0.00 $0.00 $0.00 $0.00
SECTION B: HOURLY PERSONNEL (DO NOT INCLUDE VOLUNTEERS)
PERSONNEL TITLE
NAME OF PERSONNEL
PERFORMING WORK
PERSONNEL
HOURLY RATE
NUMBER OF
HOURS ON
PROJECT IN
PERIOD
FRINGE RATE % (IF
APPLICABLE)
EXPENSE
TOTAL (SAL &
FB)
GRANT FUNDS
NON-FEDERAL
MATCH
TOTAL
BUDGET JUSTIFICATION (NARRATIVE)
MATCH SOURCE (IF APPLICABLE)
Program Specialist
Conrad Calbes
$31.57
164
63%
$8,439.29
$750.00
$750.00
(Admin) Conrad will be working 2 hours per week planning, marketing, outreach, attending webinars, data collecting, and invoicing. He will also distribute EBT and Market Match scrip at the Saturday Morning Farmers Market (2 hours) for 32 Saturdays a year (32 Saturdays x 2 hours) = 64 market + (2 admin x 50 weeks) = 164 hours
Program Aid II
Michael Gonzalez
$21.01
64 72%
$2,312.78
$0.00
For 12 months of the year, Michael will be swiping customer EBT cards and distributing EBT and Market Match scrip at the Saturday Morning Certified Farmers Market (2 hours). (32 Saturdays a year x 2 hours distributing Market Match = 64 hours a year)
Program Aid I
April Jamison
$17.44
64 76%
$1,964.44
$0.00
For 12 months of the year, April will be swiping customer EBT cards and distributing EBT and Market Match scrip at the Saturday Morning Certified Farmers Market (2 hours). (32 Saturdays a year x 2 hours distributing Market Match = 64 hours a year)
$0.00 $0.00
SECTION B TOTAL $12,716.51 $750.00 $0.00 $750.00
SECTION C: EQUIPMENT (GREATER THAN $5,000)
EQUIPMENT ITEM EXPENSE $ GRANT FUNDS NON-FEDERAL
MATCH TOTAL BUDGET JUSTIFICATION (NARRATIVE) MATCH SOURCE (IF APPLICABLE) N/A $0.00
SECTION C TOTAL $0.00 $0.00 $0.00 $0.00
SECTION D: TRAVEL
TYPE OF TRAVEL (DROPDOWN MENU) EXPENSE DESCRIPTION COST PER UNIT
NUMBER OF
UNITS EXPENSE $ GRANT FUNDS NON-FEDERAL
MATCH TOTAL BUDGET JUSTIFICATION (NARRATIVE) MATCH SOURCE (IF APPLICABLE) $0.00 $0.00
SECTION D TOTAL $0.00 $0.00 $0.00 $0.00
SECTION E: PARTICIPANT/TRAINING COSTS (EXCLUDING INCENTIVES)
TYPE OF TRAINING COST (DROPDOWN MENU) EXPENSE DESCRIPTION COST PER UNIT
NUMBER OF
UNITS EXPENSE $ GRANT FUNDS NON-FEDERAL
MATCH TOTAL BUDGET JUSTIFICATION (NARRATIVE) MATCH SOURCE (IF APPLICABLE) $0.00 $0.00
SECTION E TOTAL $0.00 $0.00 $0.00 $0.00
SECTION F: OTHER DIRECT COSTS
SUBSECTION & EXPENSE TYPE (DROPDOWN
MENU)
EXPENSE DESCRIPTION COST PER
UNIT
NUMBER OF
UNITS
EXPENSE $
GRANT FUNDS NON-FEDERAL
MATCH
TOTAL
BUDGET JUSTIFICATION (NARRATIVE)
MATCH SOURCE (IF APPLICABLE)
1. Materials & Supplies Market Match Scrip Tokens $0.55 1,000 $550.00 $550.00
$550.00 Wooden scrip tokens will be used to distribute Market Match funds during the market
2. Publication Costs Social Media Advertisement
for Customer Outreach $50.00 4 $200.00 $200.00
$200.00 Social Media outreach for Market Match attracting targeted local customers43 ads @ $50 each = $200
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
SECTION F TOTAL $750.000 $750.00 $0.00 $750.00
SECTION H: INDIRECT COSTS
INDIRECT
RATE (IF
APPLICABLE)
MTDC
TOTAL GRANT INDIRECT
TOTAL INDIRECT
SECTION H TOTAL
$1,500.00
$0.00
$0.00
SECTION I: TOTAL DIRECT & INDIRECT COSTS
TOTAL
GRANT
FUNDS
TOTAL NON -
FEDERAL
MATCH
TOTAL
PROJECT
BUDGET
SECTION I TOTAL
$8,500.00
$0.00
$8,500.00
All expenses (grant and match) must directly benefit and be specifically identifiable with approved Market Match project objectives.
SECTION E: TOTAL INCENTIVES
GRANT FUNDS NON-FEDERAL
MATCH TOTAL BUDGET JUSTIFICATION (NARRATIVE) MATCH SOURCE (IF APPLICABLE)
DOLLAR AMOUNT OF INCENTIVES TO DISTRIBUTE
$7,000.00
$7,000.00
NON-INCENTIVE TO INCENTIVE FUNDING
NON-INCENTIVE
FUNDS
INCENTIVE
FUNDS
INCENTIVES
AS PERCENT
OF TOTAL
BUDGET
GRANT FUNDS $1,500.00 $7,000.00 82%
TOTAL BUDGET
$1,500.00
$7,000.00
82%
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2024 CNIP GusNIP Contract Attachment B: Scope of Work
8 2024 CNIP GusNIP Contract Attachment B: Scope of Work Contractor Name: City of Redlands
Start Date: January 1, 2024
End Date: December 31, 2024
Distribution of Incentives
Contractor will:
● Distribute $7,000 Market Match (MM) incentives to customers using/spending SNAP (Supplemental Nutrition Assistance Program) at a minimum of 1 Ecology Center-approved Certified Farmers’ Markets and farm-direct sites between January 2024 – December 2024;
● Provide incentives that are funded by GusNIP federal dollars or non -federal match will only be provided as a dollar-for-dollar match for SNAP/CalFresh purchases;
● Provide incentives that are funded by GusNIP federal dollars or non-federal match only at outlets (sites) that have been approved for participation by USDA’s Food and Nutrition Services (FNS) via a Memorandum of Understanding (MOU) and after the start date of the MOU. A signed MOU between CDFA and each outlet must be reviewed and approved by FNS prior to the outlet’s participation.
Distributing incentives at outlets not approved by FNS is a violation of this contract, and Contractor will be required to repay grant funds for incentives distributed through unauthorized outlets;
● Provide Market Match incentives matching on Pandemic-EBT and Disaster-EBT per card;
● Provide Market Match incentives for SNAP cards from other U.S. states; ● Not provide Market Match incentives matching spending of cash (rather than food) benefits loaded onto SNAP cards.
● If the SNAP/EBT Terminal is not working, the contractor will seek out ways of transacting SNAP including using offline vouchers as provided by EBT Processor;
● Alert Ecology Center staff if the EBT/SNAP terminal is not operational and offline EBT vouchers are not able to be processed and/or Market Match incentives are not able to be distributed during normal site operating hours; ● Alert Ecology Center staff if the FNS SNAP authorization lapses or if the farmers’ market or retailer changes ownership;
● Renew FNS SNAP authorization as required by FNS every five years. ● Provide the incentives as a dollar-for-dollar EBT/SNAP match, up to a daily maximum for incentives per card, per day as decided by Ecology Center staff; ● Follow all FNS guidelines including providing a refund when requested by the customer if the customer has taken out more SNAP dollars than they were matched for with the incentive or if they are willing to return the incentive scrip as well as EBT scrip when refunding the EBT onto their SNAP card; ● Produce or reuse all Market Match scrip needed at the farmers’ markets served by Contractor. In the case where new scrip is produced or printed, the design must first be approved by the Ecology Center staff prior to production; Market Match scrip must include phrase “only for fruits and vegetables”, “no change given” and Redlands Regular Meeting of 02-20-24
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2024 CNIP GusNIP Contract Attachment B: Scope of Work
9 “Market Match”, name of market or market association (if all association sites are approved for Market Match), and the denomination in a whole dollar increment (such as $1, $2, or $5 or another increment);
● If the market association chooses to create an incentive program that matches another benefit or type of spending other than SNAP, they will create a separate scrip type that is easily distinguishable from the Market Match scrip.; ● Market Match scrip must be restricted to the purchase of fresh, California-grown fruits and vegetables or plant starts that produce food only at the Certified Farmers’ Market or other approved Market Match site. No US dollar change is to be given on Market Match scrip;
● Contactor must reimburse vendors 100% of the value of the scrip turned in by the farmers/growers/vendors and must be paid at 100% of the value to said farmers/growers/vendors;
● Contractor must keep records of the $ value of redemption and reimbursement of EBT scrip and Market Match scrip from vendors per market day to ensure that Market Match guidelines around eligible food purchases are maintained. ● Abide by all Ecology Center program rules and grant compliance rules as communicated by Ecology Center staff.
Administration of EBT Scrip Program
Contractor will ensure following:
● EBT scrip will be in compliance with all USDA Food Nutrition Service guidelines, including that EBT scrip will never expire, will include “EBT” or “SNAP”, and “no change given” and the increment /dollar denomination; ● Vendors/contractors/farmers markets will not allow EBT scrip to be spent on items that are not eligible for SNAP;
● Contractor will not allow market vendors to exchange tokens with anyone except the market operator.
Administration and Reporting
Contractor will:
● Hire and maintain sufficient staff or volunteers to execute the program as detailed; ● Oversee, track, evaluate, manage, report on any and all Market Match activities under the contract that Contractor is providing or subcontracting; ● Use a customer transaction log to track each customer transaction involving SNAP for each market day or day open to the public if another type of outlet, recording the $ amount of CalFresh spent at the site and the associated Market Match incentive distributed based on that transaction, including if a customer spends more SNAP than the incentive maximum and is not provided with any more incentive
● Collect some identifying information (i.e. customer initials) without collecting private data (SNAP card numbers and full name) to have a method for enforcing a daily incentive maximum per card (contractor will not collect full personal information from any program recipient);
● Review monthly invoices, back-up documentation and monthly reports for accuracy before submission.
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2024 CNIP GusNIP Contract Attachment B: Scope of Work
10 ● Turn in monthly invoices, back-up documentation (timesheets, subcontractor invoices, mileage forms and/or item receipts), and monthly reports no later than the 7th of each month following the month previous or as requested by the Ecology Center, unless otherwise agreed upon with the Ecology Center in advance;
● Monthly Reports include data collection of the following per Market Match site (including separately for farmers’ markets that operate on multiple days of the week, treating the markets that operate on a Tuesday separately from the markets that operate at the same location on another day of the week). Metrics include:
● Monthly total $ Market Match incentives distributed for each site, ● Monthly total $ Market Match redeemed from vendors for each site, ● Monthly total $ CalFresh/SNAP sold at central point of sale or at farmstand or other type of site,
● Monthly total CalFresh/SNAP redeemed (in a farmers’ market context where a scrip model is used),
● Total number of customers served per month per site
● Total number of SNAP transactions on the EBT/SNAP terminal per month per site
● Total number of transactions with “new” customers who have not used the Market Match program at that site per month per site
● Average number of fruit/vegetable vendors per market day per month per site
● Total operating days where Market Match was available and offered per month per site
● Complete outreach survey on a quarterly basis if receiving CNIP funds for staff time for conducted outreach and/or printing promotional outreach materials. ● Attend required quarterly California Market Match Consortium (CMMC) calls/webinars. If the Contractor is not able to attend for any reason, they will be responsible to inform the Ecology Center staff in advance, and read minutes or watch webinar recording following the webinar.
● Send at least one representative to attend the annual virtual/online Market Match Face-to-Face Meeting/Conference.
Systems, Tracking, Evaluation
Contractor will work with the Ecology Center to:
● Administer a unified data collection and tracking mechanism for Market Match participants in order to track all monthly reporting and evaluation metrics accurately and in a timely fashion;
● Provide input, feedback, and cooperation on the development, implementation, and execution of State and National evaluation metrics, tools, and systems; ● Carefully track federal and non-federal match budget spending and receive approval from Ecology Center before making any adjustments to line item spending.
Contractor will:
● Carefully and completely track, input, and report on all program metrics that are needed by the Ecology Center or the grant evaluators. These monthly reports will Redlands Regular Meeting of 02-20-24
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2024 CNIP GusNIP Contract Attachment B: Scope of Work
11 be provided by or before the 7th of each month following the month previous, unless there is an agreement in place in advance with the Ecology Center for an adjusted deadline;
● Cooperate fully and support data collection and analysis conducted through Ecology Center and California Department of Food & Agriculture’s required evaluation of the GusNIP project, and any national evaluation conducted through the GusNIP Training, Technical Assistance, Evaluation and Information Centers (NTAE) “Nutrition Incentive Hub”.
Promotions & Outreach to Market Match Eligible Customers Contractor will ensure:
● All Market Match promotional and outreach materials and signage paid for by the grant must be approved by Ecology Center staff prior to printing and distribution; ● All promotional and outreach materials and signage must promote the Market Match program and align with program branding, messaging, and at minimum include the Market Match logo.
● If printed, the materials must include the funding acknowledgment “Market Match is a program of the Ecology Center and is funded in part through the California Department of Food and Agriculture and the USDA's National Institute of Food and Agriculture." and Market Match logo.
● That participation in the Market Match program is listed on a website of the organization (if using a website to describe the organization’s work). The participation in the Market Match program will also include the Market Match logo as well as the funding acknowledgment “Market Match is a program of the Ecology Center and is funded in part through the California Department of Food and Agriculture and the USDA's National Institute of Food and Agriculture." Contractor will:
● When possible, produce locally-focused, Market Match-branded, outreach materials and advertising in accordance with approved budget and budget justification;
● Wherever possible, partner with local media, social service agencies, and community based organizations to distribute outreach materials to promote the purchase of fruits and vegetables to SNAP/CalFresh shoppers at Certified Farmers’ Markets and other approved Market Match sites.
Contractor will work with the Ecology Center to:
● Improve and build upon uniform Market Match language and statewide materials; ● Participate in any and all statewide, regional or locally focused centralized promotions or outreach strategies executed by the Ecology Center on behalf of the statewide Market Match program.
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2023 CNIP GusNIP Contract Attachment C 12
Attachment C
DEBARMENT CERTIFICATION FORM
The Contractor certifies that, neither the Contractor firm nor any owner, partner, director, officer, or principal of the Contractor, nor any person in a position with management responsibility or responsibility for the administration of federal funds:
(a) Is presently debarred, suspended, proposed for debarment, and declared ineligible or voluntarily excluded from covered transactions by any federal or state department/agency; (b) Has within a three-year period preceding this certification been convicted of or had a civil judgment rendered against it for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public transaction or contract (federal, state, or local); violation of federal or state antitrust statutes; or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Is presently indicted for or otherwise criminally or civilly charged by a governmental entity (federal, state, or local) with commission of any of the offenses enumerated in paragraph (b) above; or
(d) Has within a three-year period preceding this certification had one or more public transactions or contracts (federal, state, or local) terminated for cause or default.
The Contractor further certifies that it shall not knowingly enter into any transaction with any subcontractor, material supplier, or vendor who is debarred, suspended, declared ineligible, or voluntarily excluded from covered transactions by any federal or state department/agency.
Date
By
Authorized Signature for Contractor
Printed Name and Title
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City Council Meeting H. 5.
DATE: 02/20/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the request for in-kind support in the amount of $29,738 related to The Run Through Redlands event hosted by the Kiwanis Club of Redlands on March 3, 2024; temporary street closures related to the event, authorize the sale and consumption of alcoholic beverages at the event; and determine that the event is categorically exempt from environmental review pursuant to Section 15061 (b)(3) of the state’s guidelines implementing the California Environmental Quality Act (Facilities and Community Services Department Director Crocker)
MOTION(S):
If the City Council determines that the requests are appropriate, the following motions are provided:
I move that the City Council determine that authorization for the items associated with the Run Through Redlands on March 3, 2024, are categorically exempt from environmental review pursuant to Section 15061 (b)(3) of the State’s Guidelines for Implementing the California Environmental Quality Act; and
1. I move to authorize and approve the expenditure of city resources and in-kind support; the temporary street closures, and the sale and consumption of alcoholic beverages all associated with the Run Through Redlands event scheduled for March 3, 2024.
2. RECOMMENDATION:
Staff recommends that the City Council determine that the event is categorically exempt from environmental review pursuant to Section 15061 (b)(3) of the State’s Guidelines for Implementing the California Environmental Quality Act (CEQA) and approve the temporary street closures related to this event. Staff further recommends that the City Council direct staff accordingly regarding the request for in-kind support in the amount of $29,738 for personnel and Redlands Regular Meeting of 02-20-24
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equipment resources and the request for the sale and consumption of alcoholic beverages.
DISCUSSION:
The Facilities and Community Services Department manages the administration and issuance of permits for special events held in public areas of the City. Upon the issuance of a special event permit, the event may take place contingent on the event organizer paying the required fees. The City recognizes the value of partnering with non-profit agencies and organizations to provide services beneficial to the community. In an effort to provide support for programs that provide a community benefit, the City Council will, from time to time, consider the authorization of the expenditure of City resources related to a specific special event without reimbursement from non-profit agencies and organizations.
The Kiwanis Club of Redlands (Kiwanis Club) has reserved Smiley Park on Sunday, March 3, 2024, for the annual Run Through Redlands event. There will be three different races taking place on this day; the 5K race starting at 7:45 a.m.; the 10k race starting at 7:00 a.m.; and the 1/2 marathon starting at 7:20 a.m.
According to the application, this event presents an opportunity for a healthy family event in the city. This event will increase the ability of the Kiwani's Club of Redlands to make financial contributions to city entities and events and supporting organizations who work with and support young people, and support the awarding of scholarships to graduating seniors in Redlands High Schools, attracting both local and non-local participants and supporters. The event is expected to include 2000 local residents and 750 non-residents. The Kiwanis Club is also requesting permission to serve alcohol at the event that will end no later than 2:00 pm.
Additionally, street closures are being requested to accommodate the event with specific routes and times indicated in the attached packet. Eureka Street and Redlands Boulevard and Eureka Street and State Street from 6:30 a.m. to 10:00 a.m.; Center Street and Brookside Avenue from 6:30 a.m. to 8:30 a.m; Brookside Avenue and Eureka Street from 6:30 a.m. to 8:30 a.m; Fern Avenue and Cajon Street from 7:00 a.m. to 8:15 a.m; Fern Avenue and Redlands Boulevard from 7:15 a.m. to 8:15 a.m; and San Mateo Street and Olive Avenue from 7:00 a.m. to 9:00 a.m.
The Kiwanis Club is requesting a waiver of fees and departmental resources including personnel and equipment for the following departments: Police, Fire, and Facilities and Community Services. The Kiwanis Club is a registered non-profit organization operating out of the City of Redlands. The City Council waived fees in the amount of $29,415 for the Run Through Redlands event in 2023.
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The Kiwanis Club will be responsible for operating and obtaining the Daily License to Serve Alcohol from the Office of Alcohol Beverage Control. City Council approval is also necessary to authorize the consumption of alcohol for this event due to its location. Staff's approval authority is limited to only enclosed public areas in public parks as defined by Resolution No. 7559 and therefore the approval of this request is outside of staff's purview.
The event is categorically exempt from the requirements of the California Environmental Quality Act’s guidelines pursuant to Section 15061 (b)(3). This section includes the permitting of existing public facilities involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination.
ALTERNATIVES:
The City Council has the option of denying the request or waiving a portion of the fees.
STRATEGIC PLAN:
Supports Priority A - Quality of Life; Strategic Objective 1. Beautification, Arts and Culture: Enhance community events to better reflect the Redlands' diversity and demographics.
SUBMITTED BY:
Tabitha Crocker, Facilities and Community Services Department Director RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Danielle Garcia, Management Services/Finance Director
Janice McConnell, Assistant City Manager
PREPARED BY:
Amber N. Davis, Administrative Assistant
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Fiscal Impact
Fiscal Year: FY 2023-24
Amount: $29,738.00
Discussion:
In anticipation of the City Council's consideration of this request, staff has compiled the following table outlining costs related to fees established by Resolution of the City Council and departmental charges pertaining to personnel and equipment resources necessary for the support of the event.
The departmental charges are costs outside of normal City operations that would not be incurred by the City if the special event was not taking place.
Departmental Charges
(Personnel & Equipment)
2024 Amount Type 2023 Amount
Police Personnel1 $28,672.00 Hard
Cost
$26,880.00
Fire Personnel1 $0.00 Hard
Cost
$0.00
Facilities & Community Services
Personnel1
$900.00 Hard
Cost
$1,960.00
Personnel & Equipment Subtotal $29,572.00 $28,840.00
Fees Established by City
Council
Resolution
Park Reservation $166.00 Soft
Cost
$335.00
FCS Equipment $0.00 Soft
Cost
$240.00
Fire Equipment $0.00 Soft
Cost
$0.00
Fees Subtotal $166.00 $575.00
Total Departmental Charges
and Fees
$29,738.00 $29,415.00
$ 29,572.00 (hard
cost)
$ 166.00 (soft
cost)
$ 29,738.00
(Total)
$28,840.00 (hard
cost)
$575.00 (soft cost)
$29,415.00 (total)
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1Personnel costs are calculated conservatively assuming the highest staff cost scenario. Actual costs may vary on the day of the event based on the actual staff present. Actual costs will be confirmed following the event and will be included in a reconciliation report presented to the City Council.
The following table summarizes the total estimated costs associated with the use of City resources and waiver of fees approved for events scheduled during Fiscal Year 2023-24 to date:
TABLE 2: FY 2023-24 Fee Waivers to date
Hard Costs Soft Costs Deposits
Refunded
Waiver
Amount
Net
Amount
$218,490.14 $15,695.96 $ $234,186.10 $234,168.10
Attachments
Run Through Redlands In Kind
Verification of Non-Profit
Street Closure Request
ABC Permit Request
Event Maps
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KIWANIS CLUB OF REDLANDS
K00749
EIN: | United States
Copies of Returns (990, 990-EZ, 990-PF , 990-
T)
Electronic copies (images) of Forms 990, 990-EZ, 990-PF or 990-T returns filed with the IRS by charities and non-profits.
Tax Year 2021 Form 990EO
Tax Year 2019 Form 990EO
Tax Year 2018 Form 990EO
Tax Year 2017 Form 990EO
Tax Year 2016 Form 990EO
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City Council Meeting H. 6.
DATE: 02/20/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the request for commercial vendors and the temporary closure of State Street for the Art-On-State-Street event on March 24, 2023, and determine that the event is categorically exempt from environmental review pursuant to Section 15311 of the State's guidelines implementing the California Environmental Quality Act (Facilities and Community Services Department Director Crocker)
MOTION(S):
If the City Council determines that the request is appropriate, the following motions are provided:
I move that the City Council determine that approval of the event is exempt from environmental review pursuant to Section 15311(c) of the State’s guidelines implementing the California Environmental Quality Act; and
1. I move to approve the Art-On-State-Street event and authorize the temporary street closure on March 24, 2024.
2. RECOMMENDATION:
Staff recommends that the City Council direct staff accordingly regarding the event, commercial vendors and temporary street closure request of East State Street from 6th Street to 7th Street, between the hours of 7:30 a.m. to 6:00 p.m. for the Art-On-State-Street event hosted by the Redlands Art Association on March 24, 2024.
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DISCUSSION:
The Facilities and Community Services Department manages the administration and issuance of permits for special events held in public areas of the City. Upon issuing a special event permit, the event may take place contingent on the event organizer paying the required fees. The City recognizes the value of partnering with non-profit agencies and organizations to provide services beneficial to the community.
The non-profit organization, Redlands Art Association, has hosted other events in Redlands and is requesting to hold the Art-On-State-Street event on Sunday, March 24th, on East State Street between 6th and 7th Streets from 8:30 a.m. to 5:30 p.m. The Redlands Art Association is a 501(c)3 organization that intends to use proceeds from the event to further art education at their art center downtown. The Redlands Art Association is also requesting to have commercial vendors with various sales of artwork, approximately 39 artists or vendors. City Council approval is required for the event because of the request for the temporary street closure and because the municipal code prohibits commercial activity and special events to take place within a city street.
The City Council has approved commercial activity within a city street for non-profit events in the past. Therefore, the Council's approval is needed for this request. Should the City Council elect to approve the event, the following conditions of approval will apply: The event will be held on East State Street from 6th Street to 7th Street; All commercial vendors shall have a current City of Redlands business license to participate in the event; and the event shall comply with all County of San Bernardino Health Permit regulations.
ALTERNATIVES:
The City Council may elect to deny the event, commercial activity, or temporary street closure.
STRATEGIC PLAN:
Priority A - Quality of Life, Strategic Objective 1. Beautification, Arts, and Culture.
Enhance community events to better reflect Redlands' diversity and demographics.
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SUBMITTED BY:
Tabitha Crocker, Facilities and Community Services Department Director RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:
Amber N. Davis, Administrative Assistant
Fiscal Impact
Fiscal Year: FY 2023/24
Discussion:
Should the event receive approval, the applicant will be responsible for covering any relevant fees associated with it.
Attachments
Street Closure Request
Art-On-State St Closure
Non-Profit Verification Letter
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PERMIT TO CLOSE STREET FOR SOCIAL EVENT(S)
Date
3. Facilities & Community Services Department
Date
2. Municipal Utilities & Engineering Department
FOR OFFICE USE ONLY
This permit must be signed by the Chief of Police in order to be valid.
1. Chief of Police Date
Event:
Permission to close a street for an event is
subject to the following requirements:
1. Street Closure Diagram MUST be attached. (Failure to submit diagram will result in non-issuance of permit).
2. Event Flyer or Event Description MUST be attached. (Failure to submit flyer or event description will result in non-issuance of permit).
3. Applicant MUST provide insurance coverage per City's requirements (see reverse)
4. Written permission from all residents of the effected portion of the street MUST be attached.
5. No tables or other objects shall be placed on the street surface.
6. No alcohol shall be consumed on the street or City right-of-way outside of a permitted area.
7. Temporary No Parking Signs and barricades shall be supplied and posted by City Staff
8. Affected street(s) shall remain accessible for emergency vehicles and local traffic at all times.
9. This permit pertains only to the closing of the street(s). This permit does not relate to the type of activity, noise, or any other aspect of the event. All other applicable and appropriate ordinances and laws apply.
Permission is hereby granted to:
To close (street names)
Between (street names)
On (date) from (time) am pm to (time) am pm
Address of Applicant:
Signature of Applicant: Phone No.
Condition(s):
Event Description:
Staff Notes:
4. Risk Management Division Date
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Art-On-State Street Closure Map
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City Council Meeting H. 7.
DATE: 02/20/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the in-kind support request of $5,734.00 from Kid's Cures Foundation, for the Downtown Redlands Artwalk to be held on March 17, 2024; approve a request to close East State and 5th Street; authorize the request for the sale and consumption of alcoholic beverages in Ed Hales Park; and determine that the approval of the request is exempt from environmental review pursuant to Section 15311(c) of the state’s guidelines implementing the California Environmental Quality Act (Facilities and Community Services Department Crocker)
MOTION(S):
If the City Council determines that staff's recommendation is appropriate, the following motions are provided:
I move that the City Council determine that approval of the event is exempt from environmental review pursuant to Section 15311(c) of the state’s guidelines implementing the California Environmental Quality Act; and
1. I move to approve a request for in-kind support of $5,734.00 for this event; and authorize the temporary street closures on March 17, 2024, and approve the request for the sale and consumption of alcoholic beverages in Ed Hales Park.
2. RECOMMENDATION:
Staff recommends that City Council determine that approval of the event is exempt from environmental review pursuant to Section 15311(c) of the state’s guidelines implementing the California Environmental Quality Act (CEQA) and approve the temporary street closure of East State St. and 5th St. on March 17, 2024, for the Artwalk event. Additionally, staff recommends that the City Council direct staff accordingly concerning the request for in-kind support and the request for the sale and consumption of alcoholic beverages.
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DISCUSSION:
The Facilities and Community Services Department manages the administration and issuance of permits for special events held in public areas of the City. Upon the issuance of a special event permit, the event may take place contingent on the event organizer paying the required fees. The city recognizes the value of partnering with non-profit agencies and organizations to provide services beneficial to the community. In an effort to provide support for programs that provide a community benefit, the City Council will, from time to time, consider the authorization of in-kind support including the use of city resources and facilities in support of a special event.
The Kid's Cures Foundation has reserved Ed Hales Park for Sunday, March 17, 2024, from 9:00 a.m. to 7:00 p.m., for the Downtown Redlands Artwalk event.
They are also requesting approval to temporarily close East State Street from Orange Street to 7th Street and 5th Street from Redlands Boulevard to State Street for the event, from 7:00 a.m. to 8:00 p.m.
Additionally, they are requesting in-kind support in the amount of $5,734.00 for departmental resources including Police personnel, and the reservation of Ed Hales Park. City Council approved an in-kind support request for $8,344.00 relating to Downtown Redlands Artwalk event hosted by the Kid's Cures Foundation held on October 29, 2023. The Kid's Cures foundation is a non-profit organization operating out of the City of Beaumont, CA. The Citrograph Foundation will be responsible for operating the proposed pouring station and for obtaining the daily license to serve alcohol from the Office of Alcohol Beverage Control.
The Citrograph Foundation is requesting permission to serve beer and wine at the event that will start at 9:00 a.m. and end no later than 7:00 p.m on March 17, 2024. The City Council's approval is necessary to authorize the consumption of alcohol for this event due to its location. Staff's approval authority is limited to only enclosed public areas in public parks as defined by Resolution No. 7559; therefore, the granting of this request is outside city staff's purview.
The event is exempt from the requirements of the California Environmental Quality Act’s guidelines pursuant to Section 15311(c). Section 15311(c), accessory structures Class 11, consists of construction, or replacement of minor structure accessory to existing commercial, industrial, or institutional facilities, including placement of seasonal or temporary use items such as mobile food units, portable restrooms or similar items in generally the same locations from time to time in publicly owned parks or other facilities designed for public use.
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ALTERNATIVES:
The City Council may deny the request or waive a portion of the fees.
STRATEGIC PLAN:
Priority A - Quality of Life, Strategic Objective 1. Beautification, Arts and Culture.
SUBMITTED BY:
Tabitha Crocker, Facilities and Community Services Department Crocker RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:
Amber N. Davis, Administrative Assistant
Fiscal Impact
Fiscal Year: FY 2023/24
Amount: $5,734.00
Discussion:
In anticipation of the City Council's consideration of this request, staff has compiled the following table outlining costs related to fees established by Resolution of the City Council and departmental charges pertaining to personnel and equipment resources necessary for the support of the event.
The departmental charges are costs outside of normal City operations that would not be incurred by the City if the special event was not taking place.
Departmental Charges
(Personnel & Equipment)
2024 Amount Type 2023 Amount
Police Personnel1 $4,440.00 Hard
Cost
$5,450.00
Fire Personnel1 $0.00 Hard
Cost
$0.00
Facilities & Community Services
Personnel1
$1,200.00 Hard
Cost
$2,800.00
Personnel & Equipment Subtotal $5,640.00 $8,250.00
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Fees Established by City
Council
Resolution
Park Reservation $94.00 Soft
Cost
$94.00
FCS Equipment $0.00 Soft
Cost
$0.00
Fire Equipment $0.00 Soft
Cost
$0.00
Fees Subtotal
Total Departmental Charges
and Fees
$94.00 $94.00
$5,640.00 (Hard
Cost)
$94.00 (Soft
Cost)
$5,734.00 (Total)
$8,250.00 (Hard
Cost)
$94.00 (Soft Cost)
$8,344.00 (total)
1Personnel costs are calculated conservatively assuming the highest staff cost scenario. Actual costs may vary on the day of the event based on the actual staff present. Actual costs will be confirmed following the event and will be included in a reconciliation report presented to the City Council.
The following table summarizes the total estimated costs associated with the use of City resources and waiver of fees approved for events scheduled during Fiscal Year 2023-24 to date:
TABLE 2: FY 2023-24 Fee Waivers to date
Hard Costs Soft Costs Deposits
Refunded
Waiver
Amount
Net
Amount
$218,490.14 $15,695.96 $ $234,186.10 $234,168.10
Attachments
In-Kind Support Request
Verification of Non-Profit
ABC Permit Request
DTR Closure Map
DTR Street Closure Form
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Group/Organization Name:
Event Name:
Event Date(s):
Primary Contact Name & Title:
Mailing Address:
Phone Number: E-Mail Address:
Is your Group/Organization
a Registered Non-Profit:
Beginning Time: End Time:
No
Yes Non-Profit Federal Tax ID Number:
Describe Your Request:
Location(s):
Rain Out Date:
Traffic (Personnel, equipment, cones, barricades, no-parking Police (Public Safety Personnel)
Fire (Paramedics, Inspectors)
Parks (Cleanup Personnel, Ball Field Lights)
Facility
Refuse/Recycling (Event Receptacles, Roll-Off Service) acquired by Event Organizers through Redlands Customer Service Other
Select and Describe All City Provided Services That May Apply to Your Request :
Does your Group/Organization
Presently Have Liability Insurance?
Has your Group/Organization received fee
waivers from the City in the past?
Yes
No
Department may require smaller events to comply with
City recycling practices as a condition of waiving fees.
Updated /20
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To Be Completed by the City of Redlands
Received By:
I certify that all statements on this application are true and complete to the best of my knowledge.
Signature: Title:
Date:Please Print Your Name:
Proposed Event Previous Event
Actuals
Attendance: Redlands
Residents
Food & Beverage Sales
Merchandise Sales
Ticket/Entrance Fees
Total Revenue
Other
Attendance: Non-
Residents
Vendors
As a part of our commitment to fiscal responsibility, the City of Redlands gathers data associated with the economic and social benefits associated with . Please provide estimates, as applicable, for your event.
Positive outcomes for your
organization from this
Describe what economic
benefit and impact this
event will bring to the City:
In April 2002, the City Council adopted Resolution 6038, which encourages groups or organizations requesting from the City to use local businesses when procuring goods and services associated with the event. Receipts will need to be submitted through a follow up form. Failure to submit post event documentation (within 15 days) may affect future requests.
:
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CITY OF REDLANDS
APPLICATION REQUESTING AUTHORIZATION TO SERVE ALCOHOL
TYPE OF EVENT
PROPOSED LOCATION
APPLICANT’S INFORMATION
ORGANIZATION’S NAME:
CONTACT PERSON: PHONE:
ADDRESS
EVENT INFORMATION
DATE OF EVENT HOURS
NAME OF EVENT
ARE FEES BEING CHARGED FOR EVENT? YES NO PRICE ARE FEES BEING CHARGED FOR ALCOHOL? YES NO PRICE TYPE OF ALCOHOL BEING SERVED?
RELEASE, HOLD HARMLESS AND AGREEMENT NOT TO SUE
I, the undersigned, representing the
and in consideration of being permitted to conduct the Event, agree that the members/participants of
shall defend, indemnify and hold harmless the City of Redlands, its elected officials, officers, boards, commissions, agents and employees from and against any and all claims, demands, actions, suits, damages, liabilities a nd judgments of every kind and nature and regardless of the merit of the same, arising out of the use of City of Redlands' park facilities.
The members/participants of
hereby release, discharge and agree not to sue the City of Redlands for any injury, death or damage to or loss of property arising out of or in connection with this event from whatever cause.
I HAVE CAREFULLY READ THIS RELEASE, HOLD HARMLESS AND AGREEMENT NOT TO SUE AND FULLY UNDERSTAND ITS CONTENTS. I REPRESENT I HAVE THE FULL AUTHORITY TO
EXECUTE THIS FULL RELEASE OF LIABILITY ON BEHALF OF THE MEMBERS/PARTICIPANTS OF
AND THAT I HAVE SIGNED THIS AGREEMENT ON
Date Signature
AUTHORIZATION
Pursuant to the use of alcohol within the City prop erty noted above, the City of Redlands grants you permission to do so with the following conditions set forth by the City Council:
ALCOHOL RELATED TO PARKS:
Redlands Municipal Code, Section 12 .44.270 does allow, "through the permi tting process, the consumption of alcoholic beverages or liquors in enclosed public areas in public parks. The enclosed ar ea is comprised of these areas which have been approved for use and secured by a barrier, portable fence, screen or materials approved by the Quality of Life Director.
Tape or ribbon of some kind may also be used for setting off the area for which the alcoholic beverage is served and consumed.
ALCOHOL RELATED TO AIRPORT:
12.56.090: USE OF INTOXICATING LIQUOR OR DRUGS: No person shall operate or assist in the operation of any aircraft while under the influence of, or using, any intoxicating liquor or habit forming or hallucinatory or narcotic drug.
No alcoholic beverage may be consumed or sold on the airport unless the city council shall have approved and designated the place for the sale and consumption thereof. (Ord. 1431 § C(4), 1971)
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DEPARTMENT REQUIREMENTS
DEPARTMENT
REQUIREMENTS
FEES
APPROVAL
SIGNATURE
QUALITY OF LIFE
E-mail attached
POLICE DEPT
E-mail attached
FIRE DEPT
E-mail attached
MUED
E-mail attached
RISK MANAGEMENT
E-mail attached
TOTAL FEES DUE:
APPROVED DENIED DATE
AUTHORIZED SIGNATURE TITLE
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DTR Artwalk Street Closure
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PERMIT TO CLOSE STREET FOR SOCIAL EVENT(S)
Date
4. Risk Management Division
Date
3. Facilities & Community Services Department
Date
2. Municipal Utilities & Engineering Department
FOR OFFICE USE ONLY
This permit must be signed by the Chief of Police in order to be valid.
1. Chief of Police Date
Event:
Permission to close a street for an event is
subject to the following requirements:
1. Street Closure Diagram MUST be attached. (Failure to submit diagram will result in non-issuance of permit).
2. Event Flyer or Event Description MUST be attached. (Failure to submit flyer or event description will result in non-issuance of permit).
3. Applicant MUST provide insurance coverage per City's requirements (see reverse)
4. Written permission from all residents of the effected portion of the street MUST be attached.
5. No tables or other objects shall be placed on the street surface.
6. No alcohol shall be consumed on the street or City right-of-way outside of a permitted area.
7. Temporary No Parking Signs and barricades shall be supplied and posted by City Staff
8. Affected street(s) shall remain accessible for emergency vehicles and local traffic at all times.
9. This permit pertains only to the closing of the street(s). This permit does not relate to the type of activity, noise, or any other aspect of the event. All other applicable and appropriate ordinances and laws apply.
Permission is hereby granted to:
To close (street names)
Between (street names)
On (date) from (time) am/pm to (time) am/pm Address of Applicant:
Signature of Applicant: Phone No.
Condition(s):
Event Description:
Staff Notes:
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City Council Meeting H. 8.
DATE: 02/20/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the Grant Agreement with Larry Jacinto Construction, Inc. in the amount of $200,000 for the construction of a parking lot to serve the Zanja Trail; approve an additional appropriation of the same amount from the Downtown Parking Reserve, and determine that the granting of funds serves a public purpose (Facilities and Community Services Department Director Crocker)
MOTION(S):
If the City Council determines that staff’s recommendation is appropriate, the following motions are provided:
I move that the City Council approve an additional appropriation in the amount of $200,000 from the Downtown Parking Reserve; and
1. I move that the City Council determine that the granting of funds to Larry Jacinto Construction, Inc. for the construction of the Zanja Trail parking lot and street improvements serves a public purpose; and
2. I move to approve a Grant Agreement with Larry Jacinto Construction, Inc. in the amount of $200,000 for the construction of a parking lot and street improvements to serve the Zanja Trail.
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RECOMMENDATION:
Staff recommends that the City Council approve an additional appropriation in the amount of $200,000 to be drawn from the Downtown Parking Reserve.
Additionally, staff recommends that City Council approve the grant agreement with Larry Jacinto Construction, Inc. and determine that the granting of funds to Larry Jacinto Construction, Inc. serves a public purpose by facilitating an increase in parking in the downtown area, which will in turn contribute to the City's goals of enhancing tourism and economic development.
DISCUSSION:
The City approved the conceptual plan for the Zanja Trail and Greenway project in December 2015. The trail is multi-use, predominantly located adjacent to Mill Creek Zanja, between Wabash Avenue and 7th Street. The trail is intended to be part of a regional trail network which also includes the Orange Blossom Trail and the Santa Ana River Trail. On February 2017, the City approved the development of a segment of the trail from Wabash Avenue to Lincoln Avenue which was funded by a private donation. The trail segment from Wabash Avenue to Lincoln Street, along with the adjoining park, was completed in March 2019.
City staff have been working with the donor's representative, the Redlands Conservancy, since 2017 to plan and construct the next trail segment located between 7th Street and Church Street. This segment is approximately 0.4 miles in length and is characterized as a pedestrian trail with a varying width between 6 and 12 feet. Landscaping will include native trees and shrubs with interpretive way-finding and mile-marking signs. In addition, an existing city parking lot containing 40 parking spaces will be improved with new pavement, landscaping, and a trail segment located along its southerly boundary.
On November 21, 2023, the City Council approved a License Agreement with Larry Jacinto Construction, Inc. authorizing the construction of the Zanja Trail between Church Street and 9th Street and a parking lot serving the Zanja Trail between 7th Street and 9th Street. The parking lot improvements will also add 17 new spaces to the downtown area. The planned project improvements are estimated at $471,878 as well as $174,000 for a storm tech system. The Redlands Conservancy is requesting funds to offset the cost for street improvements. The attached Grant Agreement with Larry Jacinto Construction, Inc. would provide funding for street improvements for $200,000. This will provide street improvements to help complete the adjacent new parking area, improve circulation, complete sidewalk and enhance pedestrian safety. In addition to the parking lot and street improvements proposed, Hatfield Buick will also be dedicating land for a sidewalk easement along 9th Street to provide additional land for sidewalk improvements and connectivity to the trail segment.
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Should this agreement be approved, construction will commence on February 21, 2024.
In accordance with the California Environmental Quality Act, a Mitigated Negative Declaration (MND) was prepared for this project. The MND includes nine mitigation measures in the following categories: Biological Resources, Cultural Resources, Hazardous and Hazardous Materials, Noise, Transportation/ Traffic, and Tribal Cultural Resources. The MND and plans were considered and adopted by the City Council at the meeting on February 4, 2020. Upon completion of the designated trail segment and parking lot, the City will be responsible for ongoing maintenance and repairs. Long-term maintenance of the trail will require approximately $9,000 per year in additional funding.
ALTERNATIVES:
The City Council may deny the approval of the Grant Agreement with Larry Jacinto Construction, Inc. or provide staff alternate direction.
STRATEGIC PLAN:
Objective D-11: Zanja Trail & Greenway Park Development. This project supports Objective D-11 of the City's Strategic Plan to complete the Zanja Trail & Greenway Park Development by identifying public-private partnerships in support of the completion of the project.
SUBMITTED BY:
Tabitha Crocker, Facilities and Community Services Department Director RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:
Joe Bierma, Administrative Analyst
Redlands Regular Meeting of 02-20-24
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Fiscal Impact
Fiscal Year: 2023-2024
Appropriation Required Y/N: Yes
Amount: $200,000.00
Budgeted Y/N: Yes
Discussion:
The Grant Agreement with Larry Jacinto Construction, Inc. for parking lot construction and street improvements will be funded through the Downtown Parking Reserve. Maintenance is estimated to require approximately $9,000 in additional funding per year. Staff has included the additional funding in the current fiscal year budget. The current balance in the account is $1,194,001.
After the deduction of $200,000, the remaining balance will be $994,001.
Attachments
Agreement
Parking Lot Map
Additional Appropriation
Redlands Regular Meeting of 02-20-24
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AGREEMENT BETWEEN THE CITY OF REDLANDS AND LARRY JACINTO CONSTRUCTION, INC. FOR THE GRANT OF FUNDS FOR
IMPROVEMENTS TO THE PROPOSED ZANJA TRAIL PARKING LOT
This agreement (“Agreement”) for the grant of City funds for improvements to the proposed parking lot serving the Zanja Trail is made and entered into this 20th day of February, 2024 (“Effective Date”), by and between the City of Redlands, a California municipal corporation and general law city (“City”), and Larry Jacinto Construction, Inc . a California corporation (“Grantee”). City and Grantee are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”
RECITALS
WHEREAS, the City Council is in receipt of a grant proposal submitted by Larry Jacinto Construction, Inc. which requests funding for the completion of certain improvements associated with the construction of the proposed Zanja Trail; and
WHEREAS, City has found and determined that the provision of funds to Grantee for the improvements to the parking lot serves a public purpose for the reason that the funds will facilitate the increase in downtown parking to the Redlands community and contribute to the City's goals of enhancing tourism and economic development;”
NOW, THEREFORE, in consideration of the mutual promises contained herein, the Parties agree as follows:
AGREEMENT
Section 1. Grant. City hereby grants to Grantee the sum of Two Hundred Thousand dollars ($200,000.00) (the “Grant Funds”) pursuant to the request of Grantee set forth in its grant proposal, which is attached hereto as Exhibit “A” and incorporated herein by this reference. City shall disburse the Grant Funds to Grantee on or before February 29, 2024.
Section 2. Restrictions on Use of Funds. Grantee warrants and represents that the Grant Funds shall not be used for any activity that would violate City, State, or federal statutory or decisional law, and shall be expended solely for improvements Grantee proposes to make to the Zanja Trail parking lot as more particularly described in Exhibit “A” (the “Improvement Work”).
In the event the Grant Funds are not used for the Improvement Work, Grantee shall provide written notification to City and shall return the Grant Funds in full to City within ten (10) days of such notice. If the Grant Funds are not fully expended by or before May 3, 2024, Grantee shall return the unexpended Grant Funds to City within thirty (30) days of such date.
Section 3. Compliance with California Labor Code. In performing the Improvement Work, Grantee shall comply with all applicable federal, state, and local laws, including, but not limited to, any applicable provisions of the California Labor Code. City makes no representation to Grantee as to whether the Improvement Work constitutes a “Public Work” as that term is defined by California Labor Code section 1720, and Grantee acknowledges and agrees that Grantee shall be solely responsible and liable for the determination of whether such Improvement Work constitutes a “Public Work.” Grantee further acknowledges and agrees that City’s sole obligation under this Redlands Regular Meeting of 02-20-24
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Agreement is to provide Grantee with the Grant Funds, and that City is not an awarding authority for any contract entered into by Grantee for the Improvement Work, nor is City otherwise undertaking any “Public Work” for purposes of California Labor Code section 1781. Grantee shall defend, indemnify, and hold harmless City and its elected and appointed officials, officers, and employees from and against any and all losses, damages, costs, claims, causes of action and liability based upon the assertion that City or Grantee has f ailed to comply with any applicable provision of the California Labor Code in connection with Grantee’s undertaking of the Improvement Work.
Section 4. Reporting and Accounting Requirements.
A. Grantee shall maintain true, proper, and complete books, records, and accounts (collectively, “Books and Records”) in which shall be entered fully and accurately all transactions taken with respect to the Improvement Work and the expenditure of the Grant Funds. Grantee shall maintain the Books and Records in accordance with Generally Accepted Accounting Principles.
B. City reserves the right to designate its employee representatives, or its contracted representatives with a Certified Public Accounting firm, who shall have the right to audit Grantee’s Books and Records as they relate to the Grant Proposal, and to examine any cost, revenue, payment, claim or other records or supporting documentation relating to Grantee’s use and expenditure of the Grant Funds. Any such audit shall be undertaken by City or its representatives at mutually agreed upon reasonable times, and in conformance with generally accepted audi ting standards. Grantee agrees to fully cooperate with any such audit.
C. City’s right to audit shall extend for a period of three (3) years following the date of City’s provision of the Grant Funds to Grantee. Grantee agrees to retain all records and documentation relating to the Grant Proposal and Grantee’s expenditure of the Grant Funds for such period.
Section 5. Indemnification. To the fullest extent permitted by law, Grantee shall indemnify, defend, and hold harmless City, and its elected and appointed officials, officers, employees and agents, (collectively, the “Indemnified Parties”) from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgements, fines, penalties, liabilities, costs and expenses (including, without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever (individually, a “Claim;” collectively, “Claims”), which may arise from or in any manner relate (directly or indirectly) to this Agreement and Grantee’s undertaking of the Improvement Work (including the negligent and/or willful acts, error and/or omission of Grantee, its principals, officers, agents, employees, vendors, suppliers, consultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). Notwithstanding the foregoing, nothing herein shall be construed to require Grantee to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Grantee.
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Section 6. Grantee Independence. In the performance of this Agreement, Grantee, and the employees and agents of Grantee, shall act in an independent capacity and are not officers, employees, or agents of City. The manner and means of performing the Improvement Work are under the control of Grantee, except to the extent they are limited by statute, rule, or regulation and the express terms of this Agreement. Nothing in this Agreement shall be deemed to constitute approval for Grantee, or any of Grantee’s em ployees or agents, to be the employees or agents of City. Grantee shall have the responsibility for, and control over, the means of performing the Improvement Work. Anything in this Agreement that may appear to give City the right to direct Grantee as to the details of the performance or to exercise a measure of control over Grantee shall mean only that Grantee shall follow the desires of City with respect to the results of the Improvement Work.
Section 7. Prohibition against Transfers. Grantee shall not assign or transfer this Agreement, directly or indirectly, by operation of law or otherwise, without the prior written consent of City. Any attempt to do so without such written consent of City shall be null and void.
Section 8. Notices. Any notice or other communication required, or which may be given, pursuant to this Agreement, shall be in writing. Any such notice shall be deemed delivered (i) on the date of delivery in person; (ii) five (5) days after deposit in first class registered mail, with return receipt requested; (iii) on the actual delivery date if deposited with an overnight courier; or (iv) on the date sent by facsimile or electronic mail transmission (including PDF), if confirmed with a copy sent contemporaneously by first class, certified, registered or express mail; in each case properly posted and fully prepaid to the appropriate address set forth below, or such other address as a Party may provide notice in accordance with this section:
CITY OF REDLANDS LARRY JACINTO CONSTRUCTION, INC.
City Clerk Larry Jacinto, President City of Redlands Larry Jacinto Construction, Inc. 35 Cajon Street 9555 Wabash Avenue P.O. Box 3005 (mailing) Redlands, CA 92374 Redlands, CA 92373 (909) 794-2151 [email protected]
(909) 798-7531
Section 9. General Considerations.
A. Waiver. A waiver by either Party of any breach, or of any term, covenant, or condition contained herein, shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained herein, whether of the same or a different character.
B. Entire Agreement. This Agreement represents the full and complete understanding of every kind or nature whatsoever between the Parties with respect to its subject matter, and all preliminary negotiations and agreements of whatsoever kind or nature relating to the same are merged herein. No verbal agreement or implied cov enant shall be held to vary the provisions herein.
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C. Interpretation. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of the Agreement or any other rule of improvements which might otherwise apply.
D. Amendment. This Agreement may be modified or amended only by a written document executed by both Grantee and City.
E. Severability. If any term or provision of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect.
F. Controlling Law and Venue. The Agreement shall be governed by and construed in accordance with the laws of the State of California, without regard to its conflicts of laws provisions. The Parties agree that all actions or proceedings arising in connection with this Agreement shall be tried and litigated only in the state courts lo cated in San Bernardino County, California, and the federal courts located in Riverside County, California.
G. Equal Opportunity Employment. Grantee represents that it is an equal opportunity employer, and it shall not discriminate against any contractor, employee, or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age.
H. Attorney’s Fees. In the event any action is commenced to enforce or interpret any term or provision of this Agreement, the prevailing Party in such action, in addition to costs and any other relief, shall be entitled to the recovery of its reasonable attorneys’ fees, incl uding fees for a Party’s use of in-house counsel.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of its Effective Date.
CITY OF REDLANDS LARRY JACINTO CONSTRUCTION,
INC.
Eddie Tejeda, Mayor Larry Jacinto, President
ATTEST
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 02-20-24
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EXHIBIT “A”
GRANT PROPOSAL
Redlands Regular Meeting of 02-20-24
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Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
DIAL TOLL FREE
1 - 800 - 227 - 2600
AT LEAST TWO DAYS
BEFORE YOU DIG
T.M.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
1 CONSTRUCTION PLANS FOR
CITY OF REDLANDS, CA
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
JULY 25, 2023
PROJECT DIRECTORY
LANDSCAPE ARCHITECT &
PRIME CONSULTANT :
SCHMIDT DESIGN GROUP, INC.
1310 ROSECRANS ST, SUITE G
SAN DIEGO, CA 92106
619-236-1462
619-236-8792 FAX
CONTACT: GLEN SCHMIDT, PRINCIPAL
email: [email protected]
CHRIS TIFFANY, PROJECT MANAGER
email: [email protected]
CIVIL ENGINEER:
CASC ENGINEERING & CONSULTING
1470 E. COOLEY DRIVE
COLTON, CA 92324
909-783-0101
909-783-0108 FAX
CONTACT: BARBARA SHERMAN, PE
email: [email protected]
VICINITY MAP
N.T.S.
X
X X X
X X X
X
X
X
X
X
X
X
X
X
X
X
KEY MAP
N.T.S.
7th St.
Redlands Blvd.
NO.SHEET INDEXSHEET
LABEL
1 TITLE SHEETT-1.0
2 DEMOLITION LEGEND AND NOTESLD-1.0
3DEMOLITION PLANLD-1.1
4 DEMOLITION PLANLD-1.2
5DEMOLITION PLANLD-1.3
6STREET IMPROVEMENT NOTESC-1.0
7 DETAIL SHEETC-1.1
8 ADDITIONAL DETAILSC-1.2
9 ADDITIONAL DETAILSC-1.3
10 PARKING LOT IMPROVEMENT PLAN C-1.4
11 HORIZONTAL CONTROL PLANC-1.5
12 EROSION CONTROL PLANC-2.0 13
EROSION CONTROL PLANC-2.1 14
LANDSCAPE GRADING LEGEND AND
NOTESLG-1.0 15
LANDSCAPE GRADING PLANLG-1.1 16
LANDSCAPE GRADING PLANLG-1.2 17
LANDSCAPE GRADING PLANLG-1.3 18
LANDSCAPE CONSTRUCTION LEGEND
AND NOTESLC-1.0 19
LANDSCAPE CONSTRUCTION PLAN LC-1.120
LANDSCAPE CONSTRUCTION PLAN LC-1.221
LANDSCAPE CONSTRUCTION PLAN LC-1.322
LANDSCAPE CONSTRUCTION DETAILS LC-2.023
LANDSCAPE CONSTRUCTION DETAILS LC-2.124
LANDSCAPE CONSTRUCTION DETAILS
AND SPECIFICATIONSLC-2.2 25
LANDSCAPE CONSTRUCTION DETAILS LC-2.326
IRRIGATION LEGEND AND NOTESLI-1.0 27
IRRIGATION PLANLI-1.1 28
IRRIGATION PLANLI-1.2 29
IRRIGATION PLANLI-1.3 30
IRRIGATION DETAILSLI-2.0 31
IRRIGATION DETAILSLI-2.1 32
IRRIGATION SPECIFICATIONSL1-2.2 33
PLANTING LEGENDLP-1.0 34
PLANTING PLANLP-1.1 35
PLANTING PLANLP-1.2 36
PLANTING PLANLP-1.3 37
PLANTING DETAILS AND NOTESLP-2.0 38
PLANTING SPECIFICATIONSLP-2.1 39
PLANTING SPECIFICATIONSLP-2.2
SCHMIDT DESIGN GROUP
1310 ROSECRANS ST, SUITE G SAN DIEGO, CA 92106
I HEREBY DECLARE THAT I AM THE REGISTERED CIVIL
ENGINEER AND/OR LANDSCAPE ARCHITECT
RESPONSIBLE FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN
OF THIS PROJECT AS DEFINED IN REDLANDS MUNICIPAL
CODE 13.58.200 AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT
DRAWINGS AND SPECIFICATIONS BY THE CITY OF
REDLANDS AND THE STATE WATER RESOURCES
CONTROL BOARD IS FOR THE PURPOSE OF REVIEW
ONLY AND DOES NOT RELIEVE ME, AS THE REGISTERED
CIVIL ENGINEER AND/OR LANDSCAPE ARCHITECT OF
RECORD, OF MY RESPONSIBILITIES FOR PROJECT
DESIGN.
DECLARATION OF
RESPONSIBLE CHARGE:
SIGNATURE DATE SHEET INDEX:
1. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) LATEST EDITION.
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) LATEST EDITION. AKA "GREENBOOK".
DISABLED ACCESS REGULATIONS, TITLE 24, (2010 ADA STANDARDS BASED UPON THE 2004 ADAAG) AND CALIFORNIA STATE ACCESSIBILITY STANDARDS
INTERPRETIVE MANUAL (CURRENT REVISION) PREPARED BY THE OFFICE OF THE STATE ARCHITECT AND DEPARTMENT OF REHABILITATION.
AMERICANS WITH DISABILITIES ACT REGULATION: ADA/ABA (THE AMERICANS WITH
DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT) ISSUED BY THE ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (CURRENT EDITION).
NOTE:
LATEST EDITIONS OF THE PRECEDING SPECIFICATIONS AND DRAWINGS SHOULD BE USED. WHERE ONE OR MORE SETS OF SPECIFICATIONS ARE APPLICABLE, THE MORE RESTRICTIVE WILL TAKE PRECEDENCE.
APPLICABLE STANDARD
DRAWINGS & SPECIFICATIONS:
2016 CALIFORNIA BUILDING CODE BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES. AT LEAST TWO (2) WORKING DAYS PRIOR TO
EXCAVATION, THE CONTRACTOR SHALL REQUEST MARKOUT OF
UNDERGROUND UTILITIES BY CALLING THE BELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER:
UNDERGROUND SERVICE ALERT
(GAS, ELECTRIC, TELEPHONE, WATER,
SEWER, LIGHTING, AND TV)
800-422-4133
CAUTION NOTE:
INSPECTION STAGES:
1. PRE-CONSTRUCTION MEETING.
2. ROUGH GRADING AND DRAINAGE.
3. HARDSCAPE AT TIME OF FINISHED STAKING AND LAYOUT.
4. FINISH GRADING AND SOIL PREPARATION.
5. PROJECT CONSTRUCTION 90% COMPLETE (DEVELOP PUNCH
LIST AND SUBMIT RED-LINE AS BUILT).
6. FINAL WALK-THROUGH, ACCEPTANCE BY THE OWNER
(CONTRACTOR TO SUBMIT FINAL APPROVED AS-BUILTS TO THE
OWNER).
IN ADDITION TO THE INSPECTOR, LANDSCAPE ARCHITECT OR
OWNER'S REPRESENTATIVE TO BE PRESENT AT THE FOLLOWING
INSPECTION STAGES:
1. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A
IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES AND REGULATIONS.
4. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS WITHIN
THE AREA OF WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS.
6. CONTRACTOR IS RESPONSIBLE FOR POTHOLING PRIOR TO START OF
CONSTRUCTION TO VERIFY ALL ELEVATIONS OF UNDERGROUND
UTILITIES.
7. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR FOR MARK-OUT
OF ALL PRIVATE UTILITIES LOCATED ON THE PROPERTY PRIOR TO EXCAVATION.
8. LOCKS FOR THE BOLLARDS SHALL BE THE STANDARD 'AMERICAN' LOCKS
TO FACILITATE CITY PERSONNEL ACCESS DURING EMERGENCIES AND NORMAL OPERATIONS.
9. EXISTING FIRE PROTECTION SYSTEMS IN THE AREA OF THE PROJECT,
INCLUDING FIRE HYDRANTS, SHALL REMAIN ACCESSIBLE AND
OPERABLE.
10.FIRE/ EMERGENCY ACCESS AND SITE SAFETY SHALL BE MAINTAINED
DURING PROJECT CONSTRUCTION PHASES IN COMPLIANCE WITH CFC CHAPTER 33, FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION.
SCOPE OF WORK:
DEFINED AS THE "WESTERN REACH" OF THE "ZANJA TRAIL & GREENWAY PARK MASTER PLAN", (AUGUST 2015). TO INCLUDE BUT NOT LIMITED TO DEVELOPING 1.20 ACRES OF LAND ALONG THE ZANJA CHANNEL FROM 7TH STREET TO CHURCH STREET FOR PASSIVE RECREATIONAL USE.
DESIGN IMPROVEMENTS INCLUDE A TRAIL LINED BY NATIVE TREES AND
SHRUBS, INTERPRETATIVE PANELS, RAIL FENCING, A ROADWAY
CROSSING, AND WATER SMART IRRIGATION.
"ZANJA TRAIL & GREENWAY PARK MASTER PLAN"
(AUGUST 2015)
PREPARED BY:
THE REDLANDS CONSERVANCY AND SCHMIDT
DESIGN GROUP, INC.
STORMWATER POLLUTION PREVENTION PLAN
ZANJA TRAIL - PHASE 2
PREPARED BY:
CASC ENGINEERING AND CONSULTING
1470 EAST COOLEY DRIVE
COLTON, CA 92324
(909) 783-0101
INITIAL STUDY AND MITIGATED NEGATIVE
DECLARATION
ZANJA TRAIL AND GREENWAY PARK PROJECT:
7TH STREET CHURCH STREET
NOVEMBER 2016
PREPARED BY:
ECORP CONSULTING, INC.
215 N. 5TH STREET
REDLANDS, CA 92374
(909) 307-0046
JURISDICTIONAL DELINEATION REPORT
ZANJA CREEK AND GREENWAY
PARK PROJECT
AUGUST 11, 2015
PREPARED BY:
HELIX ENVIRONMENTAL PLANNING, INC.
703 PALOMAR AIRPORT ROAD, SUITE 200
CARLSBAD, CA 92011
(760) 517-9054
GEOTECHNICAL ENGINEERING INVESTIGATION
PROPOSED ORANGE BLOSSOM TRAIL
BETWEEN GROVE STREET AND WABASH AVENUE
REDLANDS, CALIFORNIA
JOB NO. 3-213-0210: MARCH 26, 2013
PREPARED BY:
SALEM ENGINEERING GROUP, INC.
11650 MISSION PARK DRIVE, SUITE 108
RANCHO CUCAMONGA, CALIFORNIA 91730
(909) 980-6455
REFERENCE DOCUMENTS:
Church St.
7/25/2023
PROJECT SITE
Central Ave.
Colton Ave.
Sylvan Blvd.
University St.
10 *
Church St.
Central Ave. Redlands Blvd.
Stuart Ave.
Sun Ave.
Stuart Ave.
Post St.
6th St.
Orange St.
6th St.
High Ave.
7th St.
9th St.
*
Grove St.
SHEET 3, 13, 17, 25, 31
SHEET 4, 14, 18, 26, 32
SHEET 5, 15, 19, 27, 33
9th St.
Citrus Ave.
CITY COUNCIL:
EDDIE TEJEDA, MAYOR
PAUL BARICH, MAYOR PRO TEM
DENISE DAVIS, COUNCIL MEMBER
JENNA GUZMAN-LOWERY, COUNCIL MEMBER
MARIO SAUCEDO, COUNCIL MEMBER
CITY CLERK:
JEANNE DONALDSON, CITY CLERK
CITY STAFF:
CHARLES M. DUGGAN JR., CITY MANAGER
TITLE SHEET
T-1.0
01/36
FIRM NAME & ADDRESS
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
THERE ARE NO DRINKING FOUNTAINS,
DECORATIVE FOUNTAINS, COMFORT STATIONS,
OUTDOOR EATING AREAS, SWIMMING POOLS,
PLAYGROUND EQUIPMENT, OR WELLS ON THE
SITE.
OMISSION STATEMENT
METER INFORMATION
POINT OF
CONNECTION
ID
NUMBER OF
REMOTE
CONTROL
VALVES
IRRIGATED
AREADEMANDANNUAL
USAGE
LATERAL
SIZE
METER
SIZE
(SF) (GPM) (GAL/YR) (IN) (IN)
TOTAL
REGISTRATION NO.
NO. 2138
37,080 70.55 479,608 1" - 2"1-1/2" 15
70.55 15
40 DETAIL SHEET - 9TH STREETC-1.6
37,080479,608
Accepted By:
CITY ENGINEER RCE 75646
42 12/19/2023
Redlands Regular Meeting of 02-20-24
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EXISTING TREES
BOTANICAL NAME
COMMON NAME
QUERCUS ILEX
HOLLY OAK
WASHINGTONIA FILLIFERA
FAN PALM
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
SCHINUS TEREBINTHIFOLIUS
BRAZILIAN PEPPER
SYAGRUS ROMANZOFFIANAQUEEN PALM
EUCALYPTUS SPP.
GUM TREE
KOELREUTERIA SPP.
GOLDEN RAIN TREE
DEMOLITION
SYMBOL
DESCRIPTIONCLEAR & GRUB. EXISTING TREES NOTED SEPARATELY TO BE REMOVED OR REMAIN PER PLAN.EXISTING CONCRETE; SAWCUT AND REMOVE TO SITE OF LEGAL DISPOSAL. SEE CIVIL PLANS FORADDITIONAL INFORMATION.EXISTING CONCRETE TO REMAIN UNLESS NOTED; PROTECT IN PLACE.EXISTING DRAIN INLET TO REMAIN; PROTECT IN PLACE.SAWCUT AND REMOVE EXISTING ASPHALT; SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING CURB & GUTTER TO REMAIN; PROTECT IN PLACE UNLESS OTHERWISE NOTED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING ELECTRICAL POLE TO REMAIN; PROTECT IN PLACE.EXISTING K-RAIL TO REMAIN; PROTECT IN PLACE.EXISTING K-RAIL. TO BE RELOCATED, SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING CONCRETE CULVERT TO REMAIN; PROTECT IN PLACE.EXISTING FIRE HYDRANT TO REMAIN; PROTECT IN PLACE.EXISTING CHAIN LINK FENCE TO BE RELOCATED. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING CHAIN LINK FENCE TO REMAIN; PROTECT IN PLACE.EXISTING CHAIN LINK FENCE ON RETAINING WALL TO REMAIN; PROTECT IN PLACE.EXISTING CHAIN LINK FENCE TO BE REMOVED. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING IRRIGATION CONTROL VALVE TO REMAIN, PROTECT IN PLACE.EXISTING SIGN TO BE REMOVED. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING TREE STUMP TO BE REMOVED. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING PALM TREE TO REMAIN; PROTECT IN PLACE, TYP.EXISTING SHADE TREE TO REMAIN; PROTECT IN PLACE.EXISTING 36" STORM DRAIN TO REMAIN; PROTECT IN PLACE.SAW CUT AND REMOVE EXISTING CURB. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.SEE ALSO CIVIL SHEETS C1.0-C1.5 FOR RIGHT OF WAY AND VEHICULAR IMPROVEMENTS.EXISTING PEDESTRIAN GATE TO REMAIN. PROTECT IN PLACE.
D-01D-02D-03D-04D-05D-06
D-07
D-08D-09
D-10
D-11
D-12
D-13
D-14
D-15
D-16D-17D-19D-20D-21D-22
D-23D-24D-25
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
NOT FOR CONSTRUCTION
2 DEMOLITION NOTES:
Know what'sbelow.
before you dig.Call
R
AT LEAST TWO DAYS
BEFORE YOU DIG
TREE PROTECTION NOTES:LANDSCAPE DEMOLITION LEGEND:
SUMMARY
A. CLEAR AND GRUB THE PROJECT SITE PRIOR TO CONSTRUCTION, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER PREPARATION OF THE SITE.
B. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS WITHIN THE AREA OF WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK.
C. NO WORK SHALL BE COMPLETED WITHIN ZANJA CHANNEL. CONTRACTOR SHALL BE DILIGENT TO MAKE NO IMPACT TO ZANJA CHANNEL DURING ALL PHASES OF CONSTRUCTION.
D. AN EXCLUSION ZONE SHALL BE STAKED AT EDGE OF ZANJA CHANNEL BY A QUALIFIED BIOLOGIST PRIOR TO THE COMMENCEMENT OF GROUND-DISTURBING ACTIVITIES. THE
EXCLUSION ZONE SHALL REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION, AND THE
PURPOSE OF THE EXCLUSION ZONE SHALL BE INCLUDED IN THE CONSTRUCTION WORKER DAILY BRIEFINGS (TAILGATE MEETINGS).
E. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE-STAKING REQUIRED TO COMPLETE THE PROJECT.
QUALITY ASSURANCE
A. USE ADEQUATE NUMBERS OF SKILLED WORKPEOPLE WHO ARE THOROUGHLY TRAINED AND
EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE
SPECIFIC REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION.
B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES OR REGULATIONS.
PROJECT CONDITIONS
A. TRAFFIC: CONDUCT SITE PREPARATION WORK TO ENSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO
NOT CLOSE OR OBSTRUCT EXISTING STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
B. A TRAFFIC CONTROL PLAN SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY CITY PRIOR TO COMMENCEMENT OF WORK.
C. COMPLETE THE CLEARING AND DEMOLITION SITE PREPARATION WORK BEFORE STARTING EARTHWORK. ERECT TEMPORARY BARRICADES, ENCLOSURES, AND PROTECTION OF ADJACENT PROPERTY AND EXISTING WORK BEFORE STARTING SITE CLEARING AND DEMOLITION WORK.
D. INSPECT AND REVIEW THE PROJECT SITE TO DETERMINE EXISTING CONDITIONS WHICH AFFECT CONSTRUCTION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ALL EXISTING IRRIGATION LATERALS, HEADS, AND MAINLINES DISTURBED WITHIN CONSTRUCTION LIMIT LINES SHALL BE ADJUSTED TO NEW CONSTRUCTION.
AFFECTED IRRIGATION ZONES SHALL BE SHUT OFF WITHIN AREAS OF DISTURBANCE. ALL
CONSTRUCTION IN THESE AREAS SHALL BE COMPLETED IN A TIMELY FASHION TO PREVENT EXISTING VEGETATION FROM STRESS, WILT, OR DYING.
E. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER
VEGETATION INDICATED TO REMAIN IN PLACE, AGAINST CUTTING, BREAKING, OR SKINNING OF
ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO REMAIN.
SITE CLEARING AND DEMOLITION
A. CLEAR THE PROJECT SITE OF EXISTING CONCRETE PAVING, STAIRS, AND MISCELLANEOUS DEBRIS WITHIN THE LIMITS OF WORK. DISPOSE OF MATERIALS FROM THE CLEARING AND DEMOLITION OPERATION OFF-SITE TO A LEGAL DISPOSAL AREA.
B. REMOVE EXISTING WORK AND ITEMS WHICH ARE REQUIRED TO BE REMOVED IN SUCH MANNER THAT MINIMUM DAMAGE AND DISTURBANCE IS CAUSED TO ADJACENT AND CONNECTING WORK.
CONTRACTOR SHALL REPAIR AT HIS/HER OWN EXPENSE ANY DAMAGES MADE TO EXISTING
IMPROVEMENTS DURING MOBILIZATION, DEMOLITION, CONSTRUCTION OR THE ESTABLISHMENT PERIOD.
DISPOSITION OF MATERIALS
A. REMOVE MATERIAL EXCEPT THOSE ITEMS INDICATED TO BE RE-USED TO A LEGAL DISPOSAL AREA.
B. STOCKPILING OF REMOVED MATERIALS ON THE PROJECT SITE WILL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL FROM INSPECTOR.
NOISE ABATEMENT AND DUST PALLIATION
A. NOISE ABATEMENT: LIMIT NOISE TO A REASONABLE LEVEL AS RELATED TO SPECIFIC ITEMS OF EQUIPMENT USED AND THEIR HOURS OF USE. THIS DOES NOT PRECLUDE USE OF MECHANICAL
EQUIPMENT, SUCH AS JACK HAMMERS, POWER DRIVEN FASTENERS, OR OTHER APPROVED EQUIPMENT.
B. DUST PALLIATION: DURING SITE CLEARING AND DEMOLITION, KEEP DUST, DIRT, AND POLLEN FROM BLOWING OR SPREADING BY WATERING DOWN AT REGULAR INTERVALS.
PROTECTION OF PERSONS AND PROPERTY
A. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON PROPERTY ADJACENT TO OR WITH PUBLIC ACCESS.
B. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED.
C. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM
DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
D. CONTRACTOR TO PROVIDE A SIX FOOT TEMPORARY CHAIN LINK CONSTRUCTION FENCE, GATE,
AND CONSTRUCTION SIGNS AROUND STAGING, STOCKPILE, AND LIMIT OF WORK LINE DURING CONSTRUCTION. A 48" TALL ORANGE SAFETY BARRIER FENCING MAY BE ACCEPTABLE IN LINEAR SECTIONS OF TRAIL WORK.
E. THE CONTRACTOR SHALL SUBMIT PROPOSED FENCING PLAN FOR REVIEW AND APPROVAL BY INSPECTOR PRIOR TO CONSTRUCTION. STABILIZE TEMPORARY FENCE WITH SAND BAGS OR OTHER SUPPLIER APPROVED METHODS. EXISTING RESIDENTIAL FENCING MAY BE USED IN PLACE TO SECURE THE PERIMETER OF WORK SITE.
F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND SECURITY OF JOB SITE.
UTILITIES
A. COORDINATE WITH UTILITY COMPANIES AND AGENCIES AS REQUIRED. CONTRACTOR WILL MAKE
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
B. WHERE UTILITY CUTTING, CAPPING, OR PLUGGING IS REQUIRED, PERFORM SUCH WORK IN
ACCORDANCE WITH REQUIREMENTS OF THE UTILITY COMPANY OR GOVERNMENTAL AGENCY HAVING JURISDICTION.
C. BEFORE EXCAVATION, VERIFY THE LOCATION OF UNDERGROUND UTILITIES AT LEAST TWO
WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARKOUT OF
UNDERGROUND UTILITIES BY CALLING THE BELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER:
UNDERGROUND SERVICE ALERT (USA)...............................(800) 422-4133 CABLE TELEVISION: TIME WARNER CABLE..........................(855) 781-5595 GAS & ELECTRIC: SOUTHER CALIFORNIA EDISON................(800) 427-2200 TELEPHONE: AT&T...................................................................(909) 748-7225 SEWER & WATER.....................................................................(909) 798-7698 THE FOLLOWING NOTES FOR TREE PROTECTION ARE PROVISIONAL. FINAL DETERMINATION OF
TREE PROTECTION MEASURES TO BE MADE IN FIELD BY LANDSCAPE ARCHITECT DURING PRE-CONSTRUCTION MEETING.
1. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE,
AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK,
SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY 48" ORANGE SAFETY FENCING TREE/SHRUB DRIP LINE TO PROTECT TREES AND VEGETATION TO REMAIN.
2. CONTRACTOR SHALL MEET WITH INSPECTOR AND PROJECT LANDSCAPE ARCHITECT TO
REVIEW DEMOLITION AND GRADING WORK TO OCCUR WITHIN THE DRIP LINE OF EXISTING TREES. CONTRACTOR SHALL HAND EXCAVATE WITHIN THE DRIP LINE OF TREES TO BE PROTECTED IN PLACE . THE USE OF AIR AND/OR WATER JETTING AROUND TREE ROOTS TO REMAIN IS MANDATORY. UPON DISCOVERY OF ROOTS WITHIN DEMOLITION AREA,
CONTRACTOR SHALL CONTACT PROJECT LANDSCAPE ARCHITECT FOR SITE SPECIFIC DIRECTION.
3. PRIOR TO CUTTING ANY TREE ROOTS IMPACTED BY CONCRETE REMOVAL AND REPLACEMENT, THEY SHALL BE INSPECTED BY PROJECT LANDSCAPE ARCHITECT.
4. UNILATERAL CUTTING OF ROOTS MUST BE PREVENTED UNLESS APPROVED BY A LANDSCAPE ARCHITECT.
5. ALL ROOT BARRIERS REMOVED OR DAMAGED DUE TO THE REMOVAL AND REPLACEMENT OF
CONCRETE PAVING SHALL BE REPLACED TO THE SATISFACTION OF PROJECT LANDSCAPE ARCHITECT.
THE FOLLOWING MITIGATION MEASURES ARE REQUIRED PRIOR TO, AND/OR DURING CONSTRUCTION. SEE FINAL INITIAL STUDY AND MITIGATED NEGATIVE DECLARATION ZANJA TRAIL AND GREENWAY PARK PROJECT – 7TH ST. TO CHURCH ST., DATED NOVEMBER 2016, FOR ADDITIONAL INFORMATION.
ENCROACHMENT PERMIT
THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF REDLANDS AT THE ONE STOP PERMIT CENTER PRIOR TO COMMENCING WORK. THE FINAL DESIGN OF
TRAFFIC AND PEDESTRIAN CONTROL FEATURES AT THE DEARBORN AVENUE INTERSECTION SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ENCROACHMENT PERMIT ISSUANCE.
THESE DESIGN FEATURES COULD INCLUDE, BUT ARE NOT LIMITED TO, REMOVABLE LOCKABLE BOLLARDS AT THE TRAIL ENTRANCES, COLORED STAMPED CONCRETE, AND SIGNAGE.
TRAFFIC CONTROL
PRIOR TO WORK IN ANY CITY STREET, A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BY THE
CONTRACTOR TO THE CITY OF REDLANDS MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE
MEASURES TO MAINTAIN EMERGENCY ACCESS TO RESIDENCES AND STRUCTURES IN THE VICINITY OF THE PROJECT AREA.
NOISE
THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THE HOURS OF 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH FRIDAY WITH NO CONSTRUCTION ACTIVITIES PERMITTED ON WEEKENDS AND FEDERAL HOLIDAYS WITHOUT PRIOR APPROVAL FROM THE CITY OF REDLANDS.
PROJECT CONTRACTORS SHALL ENSURE THAT ALL CONSTRUCTION EQUIPMENT, FIXED OR
MOBILE, SHALL BE OPERATED WITH PROPERLY FUNCTIONING AND MAINTAINED MUFFLERS, CONSISTENT WITH MANUFACTURER STANDARDS. STATIONARY CONSTRUCTION EQUIPMENT SHALL BE LOCATED AS FAR AWAY FROM RESIDENCES OR SCHOOL BUILDINGS AS IS PRACTICAL.
BIOLOGICAL RESOURCES
IF CONSTRUCTION ACTIVITIES OCCUR WITHIN THE BIRD BREEDING SEASON (FEBRUARY 1 THROUGH AUGUST 31) THEN A PRE-CONSTRUCTION NESTING SURVEY SHALL BE CONDUCTED NO MORE THAN 30 DAYS PRIOR TO THE START OF CONSTRUCTION BY A QUALIFIED BIOLOGIST.
TO ENSURE IMPACTS TO WATERS AND HABITATS JURISDICTIONAL TO THE U.S. ARMY CORPS OF
ENGINEERS, REGIONAL WATER QUALITY CONTROL BOARD, AND CALIFORNIA DEPARTMENT OF
FISH AND WILDLIFE ARE AVOIDED, AN EXCLUSION ZONE SHALL BE STAKED BY A QUALIFIED BIOLOGIST PRIOR TO THE COMMENCEMENT OF GROUND-DISTURBING ACTIVITIES. THE
EXCLUSION ZONE SHALL REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION, AND THE
PURPOSE OF THE EXCLUSION ZONE SHALL BE INCLUDED IN THE CONSTRUCTION WORKER DAILY BRIEFINGS (TAILGATE MEETINGS).
ADDITIONAL NOTES:
DEMOLITION LEGEND:
DEMOLITION LEGEND AND NOTES
LD-1.0
02/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 12/19/2023
Redlands Regular Meeting of 02-20-24
109 of 923
DEMOLITION
SYMBOL
DESCRIPTIONCLEAR & GRUB. EXISTING TREES NOTED SEPARATELYTO BE REMOVED OR REMAIN PER PLAN.EXISTING CONCRETE; SAWCUT AND REMOVE TO SITEOF LEGAL DISPOSAL. SEE CIVIL PLANS FORADDITIONAL INFORMATION.EXISTING CONCRETE TO REMAIN UNLESS NOTED;PROTECT IN PLACE.EXISTING DRAIN INLET TO REMAIN; PROTECT INPLACE.SAWCUT AND REMOVE EXISTING ASPHALT; SEE CIVILPLANS FOR ADDITIONAL INFORMATION.EXISTING CURB & GUTTER TO REMAIN; PROTECT INPLACE UNLESS OTHERWISE NOTED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING K-RAIL TO REMAIN; PROTECT IN PLACE.EXISTING K-RAIL. TO BE RELOCATED, SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING FIRE HYDRANT TO REMAIN; PROTECT INPLACE.EXISTING CHAIN LINK FENCE TO REMAIN; PROTECT INPLACE.EXISTING CHAIN LINK FENCE ON RETAINING WALL TOREMAIN; PROTECT IN PLACE.
D-01D-02D-03D-04D-05D-06D-08
D-09D-11
D-13D-14 DEMOLITION LEGEND LD-1.1
EXISTING CHAIN LINK FENCE TO BE REMOVED. SEECIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING IRRIGATION CONTROL VALVE TO REMAIN,PROTECT IN PLACE.EXISTING SIGN TO BE REMOVED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING TREE STUMP TO BE REMOVED. SEE CIVILPLANS FOR ADDITIONAL INFORMATION.EXISTING PALM TREE TO REMAIN; PROTECT IN PLACE, TYP.EXISTING SHADE TREE TO REMAIN; PROTECT IN
PLACE.SAW CUT AND REMOVE EXISTING CURB. SEE CIVILPLANS FOR ADDITIONAL INFORMATION.SEE ALSO CIVIL SHEETS C1.0-C1.5 FOR RIGHT OF WAYAND VEHICULAR IMPROVEMENTS.EXISTING PEDESTRIAN GATE TO REMAIN. PROTECT INPLACE.
D-15D-16
D-17
D-19
D-20
D-21D-23
D-24
D-25
7TH STREET
REDLANDS BLVD.
HATFIELD BUICK
THE DOOR CHRISTIAN FELLOWSHIP
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
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 X X X X X X X
20'
20'
27'
27'
7TH STREET
REDLANDS BLVD.
HATFIELD BUICK
THE DOOR CHRISTIAN FELLOWSHIP
THE REDLANDS MILL (OFFICE SPACE)
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 X X X X X X X
D-04
D-11
D-13D-13
D-14
D-19
D-19
D-19
D-19
D-06
D-20
D-16
D-13
D-13
D-02
D-05
D-21
D-21
D-09
D-05
D-09
D-20
D-20
D-15
D-17
TYP.
TYP.
D-01TYP.
D-01
TYP.D-01
TYP. D-01
TYP.
D-03D-06
D-23
D-24
D-02
D-25
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.
LIMIT OF WORK AT
EXISTING WALL
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.
LIMIT OF WORK AT
EXISTING FENCE
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.
LIMIT OF WORK AT
EXISTING FENCE
RIGHT-OF-WAY
PROPERTY LINE
PROPERTY LINE
PROPERTY
DEMOLITION
SYMBOL
DESCRIPTION
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
3 X X
X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
MATCHLINE SEE SHEET LD-1.2
DEMOLITION PLAN
LD-1.1
03/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 12/19/2023
Redlands Regular Meeting of 02-20-24
110 of 923
DEMOLITION
SYMBOL
DESCRIPTIONCLEAR & GRUB. EXISTING TREES NOTED SEPARATELYTO BE REMOVED OR REMAIN PER PLAN.EXISTING CONCRETE TO REMAIN UNLESS NOTED;PROTECT IN PLACE.SAWCUT AND REMOVE EXISTING ASPHALT; SEE CIVILPLANS FOR ADDITIONAL INFORMATION.EXISTING CURB & GUTTER TO REMAIN; PROTECT INPLACE UNLESS OTHERWISE NOTED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING ELECTRICAL POLE TO REMAIN; PROTECT INPLACE.EXISTING K-RAIL TO REMAIN; PROTECT IN PLACE.EXISTING K-RAIL. TO BE RELOCATED, SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING CONCRETE CULVERT TO REMAIN; PROTECTIN PLACE.EXISTING CHAIN LINK FENCE TO BE RELOCATED. SEECIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING CHAIN LINK FENCE TO REMAIN; PROTECT INPLACE.EXISTING CHAIN LINK FENCE TO BE REMOVED. SEECIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING 36" STORM DRAIN TO REMAIN; PROTECT INPLACE.SAW CUT AND REMOVE EXISTING CURB. SEE CIVILPLANS FOR ADDITIONAL INFORMATION.SEE ALSO CIVIL SHEETS C1.0-C1.5 FOR RIGHT OF WAYAND VEHICULAR IMPROVEMENTS.
D-01
D-03
D-05D-06
D-07
D-08D-09D-10
D-12
D-13
D-15D-22
D-23D-24 DEMOLITION LEGEND LD-1.2
9TH ST.
ZANJA CHANNEL;
NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
X X
X X X
LIMIT OF WORK
10'
20'
25'
25'
20'
20'
25'
25'
9TH ST.
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;
NOT IN SCOPE
X X
X X X
LIMIT OF WORK
LIMIT OF WORK
D-06
D-07
D-13
D-15
D-15 BEGIN
END
D-07
D-10
D-09
DEMOLITION
SYMBOLDESCRIPTIONCLEAR & GRUB. EXISTING TREES NOTED SEPARATELYTO BE REMOVED OR REMAIN PER PLAN.EXISTING CONCRETE TO REMAIN UNLESS NOTED;PROTECT IN PLACE.SAWCUT AND REMOVE EXISTING ASPHALT; SEE CIVILPLANS FOR ADDITIONAL INFORMATION.
D-01D-03D-05 DEMOLITION LEGEND LD-1.2
D-22
D-01TYP.
D-03
D-05
D-13
D-13
D-14
D-23
D-24
D-09
END
D-09
BEGIN
D-08
END
D-08
BEGIN
D-21
D-12
BEGIN
END
D-12
D-03
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.
LIMIT OF WORK AT
EXISTING FENCE.
TOP OF SLOPE. CONTRACTOR TO
TAKE CARE NOT TO ENCROACH
BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT HINGE POINT
RIGHT-OF-WAY
PROPERTY
LINE
PROPERTY
LINE
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
4 X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
MATCHLINE SEE SHEET LD-1.3
MATCHLINE SEE SHEET LD-1.1
DEMOLITION PLAN
LD-1.2
04/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 12/19/2023
Redlands Regular Meeting of 02-20-24
111 of 923
DEMOLITION
SYMBOL
DESCRIPTIONCLEAR & GRUB. EXISTING TREES NOTED SEPARATELYTO BE REMOVED OR REMAIN PER PLAN.EXISTING CONCRETE TO REMAIN UNLESS NOTED;PROTECT IN PLACE.EXISTING DRAIN INLET TO REMAIN; PROTECT INPLACE.SAWCUT AND REMOVE EXISTING ASPHALT; SEE CIVILPLANS FOR ADDITIONAL INFORMATION.EXISTING CURB & GUTTER TO REMAIN; PROTECT INPLACE UNLESS OTHERWISE NOTED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING ELECTRICAL POLE TO REMAIN; PROTECT INPLACE.EXISTING CONCRETE CULVERT TO REMAIN; PROTECTIN PLACE.EXISTING FIRE HYDRANT TO REMAIN; PROTECT INPLACE.EXISTING CHAIN LINK FENCE TO REMAIN; PROTECT INPLACE.EXISTING SIGN TO BE REMOVED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.SAW CUT AND REMOVE EXISTING CURB. SEE CIVILPLANS FOR ADDITIONAL INFORMATION.SEE ALSO CIVIL SHEETS C1.0-C1.5 FOR RIGHT OF WAYAND VEHICULAR IMPROVEMENTS.
D-01D-03D-04
D-05D-06
D-07D-10
D-11D-13D-17D-23
D-24 DEMOLITION LEGEND LD-1.3
CHURCH ST.
ZANJA CHANNEL;NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
26'
27'
30'
44'
17'
16'
30'
30'
CHURCH ST.
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;NOT IN SCOPE
D-05
D-01
TYP.
D-03
D-03
D-07
D-06
D-11
D-06
D-04
D-07
D-10
D-13
D-17
D-01
D-23
D-24
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE.
TOP OF SLOPE. CONTRACTOR TO
TAKE CARE NOT TO ENCROACH
BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK TO BE AT HINGE POINT.
RIGHT-OF-WAY
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
5 X
X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
MATCHLINE SEE SHEET LD-1.2
DEMOLITION PLAN
LD-1.3
05/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 12/19/2023
Redlands Regular Meeting of 02-20-24
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ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
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Engineering and Consulting
STREET IMPROVEMENT NOTES
06 C-1.0
2301 - ST 01/09
ONSITE
PARKING LOT IMPROVEMENTS
OFFSITE
STREET IMPROVEMENTS
CONSTRUCTION LEGEND
BOUNDARIES LEGEND
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
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113 of 923
REDLANDS BLVD.
CL
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
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KEYMAP:
NTS C-1.1
E. CENTRAL AVE
9TH STREET
ONSITE REMOVAL CONSTRUCTION NOTES
LEGEND
7TH STREET
07 REMOVAL PLAN
OFFSITE REMOVAL CONSTRUCTION NOTES
MATCHLINE SEE ABOVE
7TH STREET
MATCHLINE SEE BELOW
2301 - ST 02/09
Redlands Regular Meeting of 02-20-24
114 of 923
XXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
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DETAILS FOR STREET AND
SIDEWALK IMPROVEMENT
PLAN
08 C-1.2
2301 - ST 03/09
ONSITE
PARKING LOT IMPROVEMENTS
OFFSITE
STREET IMPROVEMENTS
BOUNDARIES LEGENDCONSTRUCTION LEGEND
Redlands Regular Meeting of 02-20-24
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ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 10/26/2023
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CHURCH STREET DETAILS
09 C-1.3
2301 - ST 04/09
OFFSITE
STREET IMPROVEMENTS
CONSTRUCTION LEGEND
BOUNDARIES LEGEND
MATCH LINE
STA. 14+58.87
MATCH LINE
STA. 14+58.87
SEE BELOW RIGHT
SEE ABOVE LEFT
Redlands Regular Meeting of 02-20-24
116 of 923
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX C
C
B/1.2
B/1.2
A/1.2
A/1.2
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 10/26/2023
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Engineering and Consulting
KEYMAP:
NTS
PARKING LOT IMPROVEMENT PLAN
10 C-1.4
2301 - ST 05/09
9TH STREET
7TH STREET
ONSITE CONSTRUCTION NOTES
HATCH LEGEND
7TH STREET
OFFSITE CONSTRUCTION NOTES
D
D
Redlands Regular Meeting of 02-20-24
117 of 923
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXX XXXXXXX
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
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HORIZONTAL CONTROL PLAN/
SIGNING AND STRIPING PLAN
2301 - ST 06/09
11 C-1.5
7TH STREET
9TH STREET
7TH STREET
9TH STREET
ONSITE CONSTRUCTION NOTES
OFFSITE CONSTRUCTION NOTES
Redlands Regular Meeting of 02-20-24
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ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
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KEYMAP:
NTS
DETAIL SHEET - 9TH STREET
12 C-1.6
CONSTRUCTION LEGENDBOUNDARIES LEGEND
2301 - ST 07/09
9TH ST.
E. CENTRAL AVE
OFFSITE STREET IMPROVEMENTS
E. REDLANDS BLVD
Redlands Regular Meeting of 02-20-24
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ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
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KEYMAP:
NTS
STORMTECH DETAILS
13 C-1.7
2301 - ST 08/09
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ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
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KEYMAP:
NTS
STORMTECH DETAILS
14 C-1.8
2301 - ST 09/09
Redlands Regular Meeting of 02-20-24
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ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 10/26/2023
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KEYMAP:
NTS
EROSION CONTROL PLAN
15 C-2.0
2301 - SP 01/02
EROSION CONTROL PLAN
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
CITY OF REDLANDS, CA
NOTE:
GRAVEL BAGS CAN BE USED IN PLACE
OF FIBER ROLL.
EXISTING
GRADE
WHICHEVER IS GREATER.
OF THE LARGEST CONSTRUCTION VEHICLE TIRE,
50' MIN. OR FOUR TIMES THE CIRCUMFERENCE
MATCH EXISTING
GRADE
PAVED PUBLIC ROADWAY
EXISTING HARD SURFACE
20' R MIN
CORRUGATED
STEEL PANELS
COARSE
AGGREGATE
STABILIZED CONSTRUCTION ENTRANCE
(MODIFIED)
NOT TO SCALE
SECTION A-A
FILTER
FABRIC 12" MINIMUM
12" MINIMUM
C/L
FILTER FABRIC
PLAN VIEW
CORRUGATED STEEL PANELS
SECTION B-B
1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS
SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, ESPECIALLY WHEN RAIN EVENT IS IMMINENT.
2. DEVICE SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY INSPECTOR.
3. ALL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH DAY AS WELL AS THROUGH WEEKENDS AND HOLIDAYS.
4. AFTER A RAIN STORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILTING BASINS AND OTHER EROSION CONTROL DEVICES.
5. ANY GRADED SLOPE SURFACE PROTECTION MEASURE DAMAGED DURING A RAIN STORM SHALL BE REPAIRED IMMEDIATELY.
6. FILL SLOPES AT CONSTRUCTION SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPES AT THE END OF EACH WORK DAY.
7. A COPY OF THE PROJECT'S STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE MAINTAINED AT THE CONSTRUCTION SITE AND BE ALWAYS AVAILABLE FOR REVIEW.
8. PROTECT ALL STORM DRAINAGE STRUCTURES FROM SEDIMENT CLOGGING BY PROVIDING INLET PROTECTION AT ALL OPENINGS.
9. AVOID CONDUCTING CONSTRUCTION WORK DURING WET WEATHER.
10. STORE CONSTRUCTION RELATED MATERIALS AWAY FROM DRAINAGE COURSES TO PREVENT CONTACT WITH STORMWATER.
11. PLACE DRIP PANS OR ABSORBENT MATERIALS UNDER CONSTRUCTION EQUIPMENT WHEN NOT IN USE.
12. CLEAN UP LEAKS AND SPILLS IMMEDIATELY USING ABSORBENT MATERIALS AND DISPOSE OF PROPERLY.
13. COLLECT AND REMOVE ALL BROKEN ASPHALT FROM THE SITE. REMOVED ASPHALT MUST BE DISPOSED OF PROPERLY.
14. KEEP WORK SITE CLEAN AND ORDERLY ON DAILY BASIS.
15. PROPERLY STORE PAINTS AND SOLVENTS.
16. PERMANENTLY MARK STORM DRAIN STRUCTURES IN A MANNER APPROVED BY THE CITY CONSTRUCTION INSPECTOR TO MINIMIZE INADVERTENT DISPOSAL OF RESIDUAL PAINTS, SOLVENTS AND ANY OTHER POLLUTANTS.
17. ALLOW CONSTRUCTION RELATED MATERIAL DELIVERY AND STORAGE ONLY IN DESIGNATED AREAS AND AVOID TRANSPORT NEAR DRAINAGE PATHS OR WATERWAYS.
18. MINIMIZE THE USE OF HAZARDOUS MATERIAL ON SITE.
19. USE WATERTIGHT DUMPSTERS FOR TRASH AND CONSTRUCTION WASTE.
20. COLLECT SITE TRASH AS NEEDED, ESPECIALLY DURING RAINY OR WINDY CONDITIONS. ARRANGE FOR REGULAR WASTE COLLECTION BEFORE CONTAINERS OVERFLOW.
21. PAINT BRUSHES OR CONTAINERS ARE TO BE CLEANED OUT ONLY AT THE DESIGNATED AREA, WHICH PROVIDES FOR THE FULL CONTAINMENT OF PAINT LADEN LIQUID AND RESIDUE FOR PROPER DISPOSAL.
22. PERFORM WASHOUT OF CONCRETE TRUCKS IN DESIGNATED AREAS ONLY. WASHOUT AREAS SHALL BE LOCATED AWAY FROM STORM DRAINS, OPEN DITCHES, STREETS OR ANY DRAINAGE COURSE.
23. TEMPORARY SANITARY FACILITIES SHALL BE MAINTAINED IN GOOD WORKING ORDER BY A LICENSED MAINTENANCE SERVICE PROVIDER.
24. CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING THIS PLAN THROUGHOUT CONSTRUCTION AND INDICATE ANY AND ALL REVISIONS/UPDATES ON THIS PLAN.
25. CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORMWATER WILL BE CONTAINED WITHIN THE PROJECT AREA OR CHANNELED INTO STORM DRAIN SYSTEM PROVIDED THAT DRAINAGE IS FREE OF POLLUTANTS, SEDIMENTS AND DEBRIS.
26. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM CORRECTING ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DEVELOPER FROM HIS/HER RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES.
27. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH
MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION ON THIS PROPERTY.
28. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES, SAND OR GRAVEL BAGS, BARRIERS AND SILT FENCING. CARE SHALL BE EXERCISED
TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING AND PREVENT SEDIMENT DISCHARGE WHILE CONTRUCTION IS IN PROGRESS IN THE AREA.
29. SEDIMENT CONTROL SHALL BE USED AT THE TOE OF ANY ERODIBLE SLOPE.
30. CONTRACTOR SHALL IMMEDIATELY RESTORE ANY DAMAGED EROSION CONTROL MEASURE IN THE AREA DISTURBED BY CONSTRUCTION ACTIVITIES.
31. FACES OF FINISHED CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THESE PERMANENT CONTROL MEASURES MAY CONSIST OF ADEQUATE SEEDING, PLANTING AND JUTE MATTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL.
32. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.
33. CONTRACTOR/SUB-CONTRACTOR SHALL BE FAMILIAR WITH AND TRAINED IN SEDIMENT AND EROSION CONTROL IN ACCORDANCE WITH THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK.
EROSION CONTROL NOTES
BASIS OF BEARINGS:
CALIFORNIA STATE PLANE COORDINATE SYSTEM,
ZONE 5 TAKEN BETWEEN NATIONAL GEODETIC
SURVEY CONTROL POINT DESIGNATION "ESRI GISA
CORS ARP" PID "DN5820" AND "EWPP_SCGN_CS1999
CORS ARP" PID "DH7046".
BEING N82°35'11"W NAD 83 EPOCH 2010
CONSTRUCTION REFERENCE NOTES QUANTITIES
4 EA
325 LF
82,713 SF
14 EA
3,225 LF
1 LS
3 EA
IMPLEMENT STREET SWEEPING PER CASQA BMP SE-7.
INSTALL FIBER ROLL LINEAR BARRIER PER CASQA BMP SE-5.
INSTALL GRAVEL BAG CHECKDAM PER CASQA BMP SE-4.
INSTALL SOIL BINDERS PER CASQA BMP EC-5. TYPE OF BINDERS MUST BE APPROVED BY CITY PRIOR TO USE.
INSTALL GRAVEL BAG LINEAR BARRIER PER CASQA BMP SE-6.
INSTALL MODIFIED STABILIZED CONSTRUCTION ENTRANCE/EXIT
(WITH RUMBLE PLATES) PER CASQA BMP TC-1
AND DETAIL HEREON.
INSTALL VELOCITY DISSAPATION DEVICES PER CASQA BMP EC-10.
CONSTRUCT 3-BAG HIGH GRAVEL BAG BARRIER FOR INLET PROTECTION
PROVIDE EQUIPMENT MAINTENANCE AREA AND MATERIAL STORAGE AREA MATERIAL STORAGE (WM-1, WM-2
CONCRETE WASHOUT (WM-8)
HAZARDOUS WASTE MANAGEMENT (WM-6)
SANITARY WASTE MANAGEMENT (WM-9)
STOCKPILE MANAGEMENT (WM-3)
SOLID WASTE MANAGEMENT (WM-5)
SILT FENCE LINEAR BARRIER (SE-1)
STABILIZED CONSTRUCTION ENTRANCE/EXIT (TC-1)
DISCHARGE POINTS
FLOW DIRECTION
GRAVEL BAG BERM (SE-6)
GRAVEL BAG CHECK DAM (SE-4)
FIBER ROLL LINEAR BARRIER (SE-5)
PROJECT BOUNDARY
LEGEND LEGEND
SYMBOL DESCRIPTIONSYMBOL DESCRIPTION
RIGHT OF WAY
2 EA
1 EA
Redlands Regular Meeting of 02-20-24
122 of 923
ZANJA CHANNEL;
NOT IN SCOPE
XXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX
7TH ST.
9TH ST.
XX
X
X X
XX
X
X X
ZANJA CHANNEL;
NOT IN SCOPE
CHURCH ST.
9TH ST.
CENTRAL AVE.
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 10/26/2023
CHECKED BY:
R.L.
DIAL TOLL FREE
1 - 800 - 227 - 2600
AT LEAST TWO DAYS
BEFORE YOU DIG
T.M.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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DRAWN BY:
C.F. 42
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Engineering and Consulting
KEYMAP:
NTS
EROSION CONTROL PLAN
16 C-2.1
2301 - SP - 02/02
IMPLEMENT STREET SWEEPING PER CASQA BMP SE-7.
INSTALL FIBER ROLL LINEAR BARRIER PER CASQA BMP SE-5.
INSTALL GRAVEL BAG CHECKDAM PER CASQA BMP SE-4.
INSTALL SOIL BINDERS PER CASQA BMP EC-5. TYPE OF BINDER MUST BE APPORIVED BY CITY PRIOR TO USE.
INSTALL GRAVEL BAG LINEAR BARRIER PER CASQA BMP SE-6.
INSTALL MODIFIED STABILIZED CONSTRUCTION ENTRANCE/EXIT
(WITH RUMBLE PLATES) PER CASQA BMP TC-1
AND DETAIL HEREON.
INSTALL VELOCITY DISSAPATION DEVICES PER CASQA BMP EC-10.
CONSTRUCT 3-BAG HIGH GRAVEL BAG BARRIER FOR INLET PROTECTION
PROVIDE EQUIPMENT MAINTENANCE AREA AND MATERIAL STORAGE AREA NOTE:
GRAVEL BAGS CAN BE USED IN PLACE
OF FIBER ROLL.
CONSTRUCTION REFERENCE NOTES
MATCHLINE SEE BELOW
MATCHLINE SEE ABOVE
MATERIAL STORAGE (WM-1, WM-2
CONCRETE WASHOUT (WM-8)
HAZARDOUS WASTE MANAGEMENT (WM-6)
SANITARY WASTE MANAGEMENT (WM-9)
STOCKPILE MANAGEMENT (WM-3)
SOLID WASTE MANAGEMENT (WM-5)
SILT FENCE LINEAR BARRIER (SE-1)
STABILIZED CONSTRUCTION ENTRANCE/EXIT (TC-1)
DISCHARGE POINTS
FLOW DIRECTION
GRAVEL BAG BERM (SE-6)
GRAVEL BAG CHECK DAM (SE-4)
FIBER ROLL LINEAR BARRIER (SE-5)
PROJECT BOUNDARY
LEGENDLEGEND
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
RIGHT OF WAY
MATCHLINE SEE ABOVE
MATCHLINE SEE BELOW
Redlands Regular Meeting of 02-20-24
123 of 923
GRADING
SYMBOL
DESCRIPTION
DETAIL
4"X14" RECTANGULAR UNDERDRAIN WITH CURB-O-LET INLET AT EACH SIDE. MODEL #TCD-414AND #CP-SP414H HUB PIPE BY CURBO-O-LET. INSTALLPER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.12"X12" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL # 1212 T24 BYBROOKS PRODUCTS. JOIN TO 8" SCH 80 PVC DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.
G-01G-02G-03
EXISTING CONTOUR
PROPOSED
MINOR
CONTOUR
PROPOSED
MAJOR
CONTOUR
PROPOSED FLOW LINE
BC -
BOTTOM OF CURB
BS -
BOTTOM OF STEP
BW -
BOTTOM OF WALL
FL -
FLOW LINE
FG -
FINISH GRADE
FS -
FINISH SURFACE
HP -
HIGH POINT
IE -
INVERT ELEVATION
LP -
LOW POINT
RIM -
TOP OF GRATE
TC -
TOP OF CURB
TS -
TOP OF STEP
TW -
TOP OF WALL
( ) -
PARENTHESES INDICATE EXISTING GRADEDIRECTION OF FLOW (DOWN SLOPE)
EXISTING CONTOUR
PROPOSED
MINOR
CONTOUR
PROPOSED
MAJOR
CONTOUR
PROPOSED FLOW LINE
BC -
BOTTOM OF CURB
BS -
BOTTOM OF STEP
BW -
BOTTOM OF WALL
FL -
FLOW LINE
FG -
FINISH GRADE
FS -
FINISH SURFACE
HP -
HIGH POINT
IE -
INVERT ELEVATION
LP -
LOW POINT
RIM -
TOP OF GRATE
TC -
TOP OF CURB
TS -
TOP OF STEP
TW -
TOP OF WALL
( ) -
PARENTHESES INDICATE EXISTING GRADEDIRECTION OF FLOW (DOWN SLOPE)0.0% Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
NOT FOR CONSTRUCTION
15 GRADING NOTES:GRADING LEGEND:
BASIS OF BEARING
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5 TAKEN BETWEEN NATIONAL GEODETIC SURVEY CONTROL POINT DESIGNATION "ESRI GISA
CORS ARP" PID "DN5820" AND "EWPP_SCGN_CS1999 CORS ARP" PID "DH7046". BEING N82°35'11"W NAD 83 EPOCH 2010
REFERENCED CSRC STATIONS CONNECTED
MAPPING ANGLE AND GRID FACTOR
NOTES:
A. ALL DISTANCES SHOWN, UNLESS OTHERWISE NOTED, ARE IN
TERMS OF THE U.S. SURVEY FOOT. AS USED IN TABLES ABOVE,
ELEVATION REFERS TO THE CALIFORNIA ORTHOMETRIC HEIGHT
("COH88") OR EQUIVALENT OF THE POINT WHERE THE MAPPING
ANGLE AND COMBINATION FACTOR WERE CALCULATED IN TERMS
OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 ("NAVD88")
AND HEIGHT REFERS TO THE VERTICAL VALUE OF THE
CALIFORNIA GEODETIC COORDINATE OR EQUIVALENT ELLIPSOID
HEIGHT USED TO CALCULATE THE COMBINATION FACTOR. IN THE
EVENT THAT THE CALCULATIONS ARE NOT PERFORMED AT A
"REAL" POINT IN THE SURVEY, THERE MAY BE NO STATION OR
ELEVATION TO LIST.
B. DISTANCES SHOWN HEREON, ARE GROUND DISTANCES. TO
APPROXIMATE CCS83 GRID DISTANCES MULTIPLY THE
DISTANCES BY THE COMBINATION FACTOR PROVIDED HEREON.
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
2" BRASS DISK ON TOP OF CURB @ NE COR. ORANGE ST & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
CONTRACTOR SHALL REVIEW STORM WATER POLLUTION PREVENTION
PLAN (SWPPP) AND EROSION CONTROL PLAN PRIOR TO BIDDING AND CONSTRUCTION. ALL GRADING AND SITE WORK SHALL BE PERFORMED
WITH EROSION AND SEDIMENT CONTROL MEASURES IN PLACE AS
DESCRIBED IN SWPPP.
THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE-STAKING REQUIRED TO COMPLETE THIS PROJECT.
THE CONTRACTOR SHALL HAVE ENGINEER OF WORK OR LANDSCAPE
ARCHITECT VERIFY ALL CONSTRUCTION STAKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE PAVING, STAIRS, AND DG PATHWAY.
STATIONNORTHING (Y) EASTING (X)HEIGHT
MLFP1,793,388.354 6,768,598.2781554.09
P5841,784,955.899 6,879,831.5562426.05
RTHS1,855,454.409 6,757,465.8421080.66
LATITUDELONGITUDE MAPPING ANGLECOMBINED
FACTORELEVATION
N34°03'27.8965"W117°08'31.1035" 00°29'20.71" 0.99992371691597.97
LANDSCAPE GRADING LEGEND AND NOTES
LG-1.0
06/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 17
12/19/2023
Redlands Regular Meeting of 02-20-24
124 of 923
7TH STREET
REDLANDS BLVD.
HATFIELD BUICK
THE DOOR CHRISTIAN FELLOWSHIP
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
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 X X X X X X XX 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 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 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 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 X X
20'
20'
27'
27'
7TH STREET
REDLANDS BLVD.
HATFIELD BUICK
THE DOOR CHRISTIAN FELLOWSHIP
THE REDLANDS MILL (OFFICE SPACE)
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 X X X X X X X
G-03
GRADING
SYMBOLDESCRIPTIONDETAIL
COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONAL
INFORMATION.
G-03
GRADING LEGEND LG-1.1
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
16 MATCHLINE SEE SHEET LG-1.2
X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.
Redlands Blvd.
LANDSCAPE GRADING PLAN
LG-1.1
07/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
SEE CIVIL DRAWINGS FOR
R.O.W. AND VEHICULAR
AREAS, TYP.
SEE CIVIL DRAWINGS FOR
R.O.W. AND VEHICULAR
AREAS, TYP.
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 18
12/19/2023
Redlands Regular Meeting of 02-20-24
125 of 923
9'-7" LANDSCAPE39'-7" BIOBASIN
8.7%
7.7%
12" MIN.
DEPTH
COBBLE
36" MIN.
DEPTH
GRAVEL
8"
1'-6"
1'-6"
CATCH BASIN
COBBLE
SWALE TO
STREET
EXISTING STREET
AT 1,385.26
(COORD WITH
CIVIL)
3:1 SLOPE
12"
G-02
G-03
17'-11" COBBLE SWALE
TOP OF GRATE 1,386.22
HP 1386.75HP 1386.75
12'
1'-6"
STABILIZED
PATH
3'
SWALE
1'-6"
DAYLIGHT ATNEW FENCE
DAYLIGHT ATEXISTING FENCEEX. GRADE
PROPOSEDGRADE
4" MIN.
DEPTH
TOP OF
CHANNEL
2.0% MAX.
12'
1'-6"
STABILIZED
PATH
3'
SWALE
1'-6"
DAYLIGHT ATNEW FENCE
DAYLIGHT ATEXISTING FENCEEX. GRADE
PROPOSEDGRADE
4" MIN.
DEPTH
TOP OF
CHANNEL
2.0% MAX.
9TH ST.
ZANJA CHANNEL;
NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
X X
X X X
LIMIT OF WORK
X X
X X X
A B
B
B
B
B
B
A A
A
A
A
X
X
X
X
X
X X X X X X X X X X
X X X X X
XXXXXXXX
XXX
XXX
10'20'
25'
25'
20'
20'
25'
25'
9TH ST.
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;
NOT IN SCOPE
X X
X X X
B
B
A
A
GRADING
SYMBOL
DESCRIPTION
DETAIL
24"X24" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL # 2424 B36 BYBROOKS PRODUCTS. JOIN TO 18" HDPE DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.
G-02G-05 GRADING LEGEND LG-1.2
LIMIT OF WORK
LIMIT OF WORK
G-02
GRADING
SYMBOL
DESCRIPTION
DETAIL
12"X12" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL # 1212 T24 BYBROOKS PRODUCTS. JOIN TO 8" SCH 80 PVC DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.
G-02G-03 GRADING LEGEND LG-1.2
G-03
HP 1,386.75
HP 1,386.75
HP 1,386.75
TOP OF GRATE:
1386.22
GRADING
SYMBOL
DESCRIPTION
DETAIL
12"X12" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL # 1212 T24 BYBROOKS PRODUCTS. JOIN TO 8" SCH 80 PVC DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.
G-02
G-03 GRADING LEGEND LG-1.2
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
17 MATCHLINE SEE SHEET LG-1.3
MATCHLINE SEE SHEET LG-1.1
X X
X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.
Redlands Blvd.
SECTION BB
SCALE 1/4" = 1'-0"
SECTION AA
SCALE 1/4" = 1'-0"
LANDSCAPE GRADING PLAN
LG-1.2
08/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 19
12/19/2023
Redlands Regular Meeting of 02-20-24
126 of 923
CURB-O-LET
DRAINDAYLIGHT AT
NEW FENCE
PROPOSED
GRADE
TOP OF
CHANNEL
EXISTING
GRADE
EXISTING
FENCE
2.0% MAX.
12'
STABILIZED
PATH
CURB-O-LET
DRAIN
1.0% MIN.
7'-6"
LANDSCAPE
5'
SWALE
DAYLIGHT AT
NEW FENCE
PROPOSED
GRADE
4" MIN.
5' 16'
LANDSCAPE
TOP OF
CHANNEL
EXISTING
GRADE
15'-6"
SWALE
EXISTING
FENCE
6" MIN.
DEPTH
G-03 G-03
G-03
CHURCH ST.
ZANJA CHANNEL;
NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
26' 27'
30' 44'
17' 16'
30' 30'
CHURCH ST.
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;
NOT IN SCOPE
TYP.
DAYLIGHT
10' 5'-6"
SBCFCD R.O.W.
DG PATH
LANDSCAPE
SWALE LANDSCAPE
EXISTING GRADE
EXISTING
FENCE
2.0% MAX.
10:1 MAX.
DAYLIGHT AT
NEW FENCE
EXISTING WALL TO
REMAIN
PROPOSED
GRADE
3:1 MAX.
12' 2'-6"
7'-3"
SWALE
3'-5"
LAND
SCAPE
CURB-O-LET
DRAIN
6" MIN. SWALE
DEPTH4" MIN.
1.0% MIN.
2'-9"
2.0% MAX.
12'
STABILIZED
PATH
CURB-O-LET
DRAIN
1.0% MIN.
7'-6"
LANDSCAPE
5'
SWALE
DAYLIGHT AT
NEW FENCE
PROPOSED
GRADE
4" MIN.
5'
C
C
G-01
G-05
16'
LANDSCAPE
TOP OF
CHANNEL
EXISTING
GRADE
15'-6"
SWALE
EXISTING
FENCE
6" MIN.
DEPTH
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK TO BE AT HINGE POINT.
TOP OF SLOPE. CONTRACTOR TO
TAKE CARE NOT TO ENCROACH
BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.
TYP.
DAYLIGHT
10' 5'-6"
SBCFCD R.O.W.
DG PATH
LANDSCAPE
SWALE LANDSCAPE
EXISTING GRADE
EXISTING
FENCE
2.0% MAX.
10:1 MAX.
DAYLIGHT AT
NEW FENCE
EXISTING WALL TO
REMAIN
PROPOSED
GRADE
3:1 MAX.
12' 2'-6"
7'-3"
SWALE
3'-5"
LAND
SCAPE
CURB-O-LET
DRAIN
6" MIN. SWALE
DEPTH4" MIN.
1.0% MIN.
2'-9"
2.0% MAX.
12'
STABILIZED
PATH
CURB-O-LET
DRAIN
1.0% MIN.
7'-6"
LANDSCAPE
5'
SWALE
DAYLIGHT AT
NEW FENCE
PROPOSED
GRADE
4" MIN.
5'
C
C
G-01
G-03
16'
LANDSCAPE
TOP OF
CHANNEL
EXISTING
GRADE
15'-6"
SWALE
EXISTING
FENCE
6" MIN.
DEPTH
G-03 G-03
G-03
RIGHT-OF-WAY
GRADING
SYMBOL DESCRIPTION DETAIL
4"X14" RECTANGULAR UNDERDRAIN WITH
CURB-O-LET INLET AT EACH SIDE. MODEL #TCD-414
AND #CP-SP414H HUB PIPE BY CURBO-O-LET. INSTALL
PER MANUFACTURER`S RECOMMENDATION.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION.
COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONAL
INFORMATION.
G-01
G-05
GRADING LEGEND LG-1.3
GRADING
SYMBOL DESCRIPTION DETAIL
4"X14" RECTANGULAR UNDERDRAIN WITH
CURB-O-LET INLET AT EACH SIDE. MODEL #TCD-414
AND #CP-SP414H HUB PIPE BY CURBO-O-LET. INSTALL
PER MANUFACTURER`S RECOMMENDATION.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION.
COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONAL
INFORMATION.
G-01
G-03
GRADING LEGEND LG-1.3
Revisions
SYMBOL DESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGEND ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0 10 20 40
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
18 MATCHLINE SEE SHEET LG-1.2
XXX
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.
Redlands Blvd.
SECTION CC
SCALE 1/4" = 1'-0"
LANDSCAPE GRADING PLAN
LG-1.3
09/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
20 42
12/19/2023
Redlands Regular Meeting of 02-20-24
127 of 923
X
SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
VEHICULAR CONCRETE PAVING. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
PERVIOUS
CIVIL PLANS FOR ADDITIONAL INFORMATION.
EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
STABILIZED DECOMPOSED GRANITE. COLOR: 1/LC-2.0
CALIFORNIA GOLD. AVAILIABLE THROUGH GAIL
MATERIALS. PHONE: (951) 667-6106. INSTALL WITH
ROLLED TRANSITION EDGE PER MANUFACTURER`S
RECOMMENDATION. CROSS SLOPE OF WALKWAY NOT
TO EXCEED 2%. CONTRACTOR TO SUBMIT SAMPLE TO
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION.
INTEGRAL COLOR STAMPED VEHICULAR PAVING.
RANDOM ASHLAR STONE BY SCOFIELD. COLOR C-21
ADOBE TAN WITH A-25 LA CRESTA BROWN ANTIQUE
RELEASE. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
CONCRETE PAVERS. MODEL GRAN PIETRA 80MM BY 2/LC-2.0
ORCO PAVING STONES. COLOR: ORCOTTA. PATTERN:
RANDOM ASHLAR. PHONE (951)-685-8498. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
WHEEL STOP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
EXISTING TREE TO REMAIN, PROTECT IN PLACE.
ZERO HEIGHT, 8" WIDE CONCRETE HEADER. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
EXISTING CONCRETE CURB TO REMAIN, SEE CIVIL
PLANS FOR ADDITIONAL INFOMATION.
6" RAISED CONCRETE CURB. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
SCORE JOINT.
EXPANSION JOINT.
MONUMENT SIGN.4/LC-2.1
PEDESTRIAN CROSSING SIGNAGE, SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.
TRAIL SIGN.
TRUNCATED DOME DETECTABLE WARNING, CAST IN
PLACE WARNING SURFACE. ARMOR TILE. COLOR:
YELLOW. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
42" HIGH PRESSURE TREATED DOUGLAS FIR POST 1/LC-2.1
AND RAIL FENCING, 3-RAIL. FENCE TO FEATURE
REMOVABLE POSTS & RAILS FOR CHANNEL
MAINTENANCE ACCESS.
EXISTING ELECTRICAL POLE TO REMAIN; PROTECT IN
PLACE.
EXISTING LIGHT POLE TO REMAIN; PROTECT IN PLACE.
EXISTING CHAINLINK FENCE ON RETAINING WALL TO
REMAIN; PROTECT IN PLACE.
EXISTING CHAINLINK FENCE TO REMAIN, PROTECT IN
PLACE.
EXISTING FENCING TO BE RELOCATED. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
TOP OF SLOPE / HINGE POINT, NO WORK TO BE DONE
INSIDE CHANNEL.
GATEWAY MONUMENT SIGN WITH PRESSURE 1/LC-2.3
TREATED HEAVY TIMBER TRELLIS. STONE VENEER
COLOR: DC RANCH. AVAILABLE THROUGH KRC ROCK
OR APPROVED EQUAL. PHONE: (800) 572-7625.
1 2
3 4
5 6
7 8
9 10
11 12
13A
13B
14 15
16 17
18 19
20 21
22 23
24 25
X
X
B
A
BOULDERS. AVAILABLE THROUGH SOUTHWEST 2/LC-2.2
BOULDER AND STONE OR APPROVED EQUAL. PHONE:
(877) 792-7625.
INTERPRETIVE SIGNAGE PANEL.2/LC-2.1
REMOVABLE BOLLARD. MODEL 400-36/S-1SL BY 3/LC-2.0
DUMOR. COLOR TO BE FOREST GREEN.
PHONE (800) 598-4018.
ALUMINUM DOG STATION. MODEL: 1003-L 4/LC-2.0
(POST/SIGN/DISPENSER) BY DOGIPOT PET STATION.
PHONE: (866) 744-6652.
TRASH RECEPTACLE. MODEL: 3/LC-2.1
QR-CAL2436W-HOOVER19 WITH HOOVER LID BY QCP.
COLOR TO BE `LATTE` WITH CRAFTSMAN ETCH FINISH.
LID COLOR TO BE BROWN. GRAFFITI COATING PER
SPECS. PHONE: (866) 703-3434.
DRAIN PIPE, SEE GRADING PLANS FOR ADDITIONAL
INFORMATION.
EXISTING CULVERT TO REMAIN. CONTRACTOR TO
PROTECT IN PLACE.
COBBLE. SIZE: 4"-8". COLOR: SANTA FE. AVAILABLE 1/LC-2.2
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. PHONE: (877) 792--7625.
ACCESSIBLE PARKING LOADING ZONE, STRIPING, AND
PAINTED CURB. COLOR: BLUE. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ACCESSIBLE PARKING SIGNAGE. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING PARKING STRIPING TO REMIAN. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
NEW PARKING STRIPING, TYPICAL. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.
PULL BOX FOR FUTURE LIGHTING, INSTALL PER CITY 5/LC-2.0 STANDARD.
UNDERGROUND CONDUIT FOR FUTURE LIGHTING, 6/LC-2.0
INSTALL PER CITY STANDARD.
CURB RAMP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
CURB AND GUTTER. SEE CIVIL PLAN FOR ADDITIONAL
INFORMATION.
SEE CIVIL DRAWING FOR ROW AND VEHICULAR
IMPROVEMENT AREAS.
IRRIGATION METER. SEE IRRIGATION PLANS AND CIVIL
PLANS FOR ADDITIONAL INFORMATION.
FUTURE TRANSFORMER LOCATION.
RELOCATED K-RAIL. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE STAIRS. COLOR TO MATCH CONCRETE 7/LC-2.0
PAVING.
HANDRAIL IN CURB.8/LC-2.0
PLANTING AREA. SEE PLANTING PLAN.
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 PB
C
P.A.
SYMBOLDESCRIPTIONDETAIL
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
19 CONSTRUCTION LEGEND:
1. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. ALL ANGLES AND CONNECTIONS ARE (90) DEGREES UNLESS NOTED OTHERWISE. ALL COORDINATE POINTS AND DIMENSIONS ARE TAKEN FROM THE BACK OF CURB UNLESS OTHERWISE NOTED.
2. EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE CONCRETE MEETS EXISTING WALLS, AND CURBS. EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE SEEPAGE AFTER CURING. EXPANSION JOINTS ON WALKS TO BE A MAXIMUM OF 30'-0" ON CENTER.
3. ALL CONCRETE SHALL BE A MINIMUM STRENGTH OF 2500 PSI AT 28 DAYS FOR SIDEWALKS.
FINISH SHALL BE AS NOTED ON PLANS.
4. ALL FINISH SURFACES INCLUDING CONCRETE PAVING, DG, AND NATURAL SURFACE
PATHWAYS SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. ALL FINISH SURFACES SHALL MAINTAIN POSITIVE DRAINAGE INTO LANDSCAPE OR TO STREET. CROSS SLOPE OF ALL PATHWAYS SHALL NOT EXCEED 2.0%.
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS MAINTAINING DRAINAGE.
5. SCORE JOINTS SHALL BE AS SHOWN ON THE PLANS OR SET ON TYPICAL ON CENTER SPACING AND ALIGN.
6. NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT.
7. ANY PROPOSED WORK THAT IS INCONSISTENT WITH COMMON, SAFE CONSTRUCTION
PRACTICES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH CONSTRUCTION.
8. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BIDDING & BEGINNING CONSTRUCTION.
9. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.
10. CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL APPLICABLE FEES TO CONSTRUCT THE PLANS HEREIN.
11. THE CONTRACTOR SHALL HAVE ENGINEER OF WORK OR LANDSCAPE ARCHITECT VERIFY
ALL CONSTRUCTION STAKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE PAVING, STAIRS, AND DG PATHWAY.
12. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE-STAKING REQUIRED TO COMPLETE THE PROJECT.
13. ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC. SHALL BE 316 STAINLESS STEEL OR HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AS NECESSARY.
15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL FOR DETAILS AS NOTED ON THE PLANS AND SPECIFICATIONS.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE SITE AND PROVIDING ADEQUATE SAFETY MEASURES DURING CONSTRUCTION ON A 24 HOUR BASIS.
17. ANY CREDITS AND/OR DEBITS SHALL BE REPORTED TO LANDSCAPE ARCHITECT AT TIME OF
OCCURRENCE FOR PROPER VERIFICATION AND/OR APPROVAL PRIOR TO COMMENCEMENT OF RESULTING ACTION.
18. CONTRACTOR SHALL PROVIDE A 24 HOUR PHONE NUMBER AVAILABLE IN CASE OF EMERGENCY.
19. SEE CIVIL PLANS FOR ROW AND VEHICULAR IMPROVEMENTS.
20.NO WORK SHALL BE COMPLETED WITHIN ZANJA CHANNEL. CONTRACTOR SHALL BE DILIGENT TO MAKE NO IMPACT TO ZANJA CHANNEL DURING ALL PHASES OF CONSTRUCTION.
CONSTRUCTION NOTES:
LANDSCAPE CONSTRUCTION LEGEND AND NOTES
LC-1.0
10/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1 1
1 1UPDATES TO PARKING LOT3/30/23
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
ASPHALT
CONCRETE PARKING LOT PAVING. SEE
1 2
PARKING LOT
1 2
21 42
12/19/2023
Redlands Regular Meeting of 02-20-24
128 of 923
7TH STREET
REDLANDS BLVD.
HATFIELD BUICK
THE DOOR CHRISTIAN FELLOWSHIP
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
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 X X X X X X XX 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 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 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 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 X
20'
20'
27'
27'
HATFIELD BUICK
THE DOOR CHRISTIAN FELLOWSHIP
THE REDLANDS MILL (OFFICE SPACE)
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 X X X X X X XX 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 X X X X X X
TYP.
6 29
4 21
12 22
17 36
37 35
12 34
8TYP.
3 12
933
11 PBPBPBPBPBPBC
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
30 TYP.
TYP.
P.A.
3 3839
1 40
41 1
1042
42 16
42 44
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
1 P.A.
P.A.
47 17
TYP.
33 46
P.A.
TYP.
37TYP.
22 BEGIN
13A
13B
12 PB
C
C
C
C
13A
P.A.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING WALL.
PROPERTY LINE
PROPERTY LINE
RIGHT-OF-WAY
SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
PERVIOUS
CIVIL PLANS FOR ADDITIONAL INFORMATION.
EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
INTEGRAL COLOR STAMPED VEHICULAR PAVING.
RANDOM ASHLAR STONE BY SCOFIELD. COLOR C-21
ADOBE TAN WITH A-25 LA CRESTA BROWN ANTIQUE
RELEASE. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
WHEEL STOP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
EXISTING TREE TO REMAIN, PROTECT IN PLACE.
ZERO HEIGHT, 8" WIDE CONCRETE HEADER. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
EXISTING CONCRETE CURB TO REMAIN, SEE CIVIL
PLANS FOR ADDITIONAL INFOMATION.
6" RAISED CONCRETE CURB. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
SCORE JOINT.
EXPANSION JOINT.
TRAIL SIGN.
TRUNCATED DOME DETECTABLE WARNING, CAST IN
PLACE WARNING SURFACE. ARMOR TILE. COLOR:
YELLOW. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
EXISTING CHAINLINK FENCE ON RETAINING WALL TO
REMAIN; PROTECT IN PLACE.
EXISTING CHAINLINK FENCE TO REMAIN, PROTECT IN
PLACE.
1 3
4 6
8 9
10 11
12 13A
13B
16 17
21 22
CONSTRUCTION LEGEND LC-1.1
X
ALUMINUM DOG STATION. MODEL: 1003-L 4/LC-2.0
(POST/SIGN/DISPENSER) BY DOGIPOT PET STATION.
PHONE: (866) 744-6652.
TRASH RECEPTACLE. MODEL: 3/LC-2.1
QR-CAL2436W-HOOVER19 WITH HOOVER LID BY QCP.
COLOR TO BE `LATTE` WITH CRAFTSMAN ETCH FINISH.
LID COLOR TO BE BROWN. GRAFFITI COATING PER
SPECS. PHONE: (866) 703-3434.
COBBLE. SIZE: 4"-8". COLOR: SANTA FE. AVAILABLE 1/LC-2.2
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. PHONE: (877) 792--7625.
ACCESSIBLE PARKING LOADING ZONE, STRIPING, AND
PAINTED CURB. COLOR: BLUE. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ACCESSIBLE PARKING SIGNAGE. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING PARKING STRIPING TO REMIAN. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
NEW PARKING STRIPING, TYPICAL. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.
PULL BOX FOR FUTURE LIGHTING, INSTALL PER CITY 5/LC-2.0 STANDARD.
UNDERGROUND CONDUIT FOR FUTURE LIGHTING, 6/LC-2.0
INSTALL PER CITY STANDARD.
CURB RAMP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
CURB AND GUTTER. SEE CIVIL PLAN FOR ADDITIONAL
INFORMATION.
SEE CIVIL DRAWING FOR ROW AND VEHICULAR
IMPROVEMENT AREAS.
FUTURE TRANSFORMER LOCATION.
29 30
33 34
35 36
37 38
39 40
41 42
44 PB
C
SYMBOLDESCRIPTIONDETAILSYMBOLDESCRIPTIONDETAIL
CONCRETE STAIRS. COLOR TO MATCH CONCRETE 7/LC-2.0
PAVING.
HANDRAIL IN CURB.8/LC-2.0
PLANTING AREA. SEE PLANTING PLAN.
46 47
48P.A.
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
20 X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.
Redlands Blvd.
MATCHLINE SEE SHEET LC-1.2
LANDSCAPE CONSTRUCTION PLAN
LC-1.1
11/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1 1UPDATES TO PARKING LOT3/30/23
1 1
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
ASPHALT
CONCRETE PARKING LOT PAVING. SEE
1 2
PARKING LOT
1 2
22 42
12/19/2023
Redlands Regular Meeting of 02-20-24
129 of 923
ZANJA CHANNEL;
NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
X X X X X
LIMIT OF WORK
A B
B
B
B
B
B
A A
A
A
A
XXXXXXXX
XXX
XXX
10'20'
25'
25'
20'
20'
25'
25'
S.P.R.R.
C
S.P.R.R.
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;
NOT IN SCOPE
X X X X XX X X X X
LIMIT OF WORK
LIMIT OF WORK
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P.A.
SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
VEHICULAR CONCRETE PAVING. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
PERVIOUS CONCRETE PARKING LOT PAVING. SEE
CIVIL PLANS FOR ADDITIONAL INFORMATION.
EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
1 2
3 4
CONSTRUCTION LEGEND LC-1.2
4 29
30 7
28 6
22 18
22 20
19 17
29 24
24 30
33 12
7 P.A.
P.A.
P.A.
3 8TYP.
1 PB
CC
TYP.
PB
PB
PB
PB
PB
TYP.
TYP.
C
C
C
C
31 38
39 15
15 32
42 1
41 40
2 14
38 TYP.
45 BEGIN
45END
TYP.
35 17
22 39
23BEGIN
23END
22 END TYP.
19 13A
13B
1 1
5 5
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.
LIMIT OF WORK AT
EXISTING FENCE.
TOP OF SLOPE. CONTRACTOR TO
TAKE CARE NOT TO ENCROACH
BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT HINGE POINT
LC
RIGHT-OF-WAY
TREE BUFFER, NO
TREES WITHIN 14'
OF CHANNEL
9TH ST.
WHEEL STOP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
6" RAISED CONCRETE CURB. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
SCORE JOINT.
EXPANSION JOINT.
MONUMENT SIGN.4/LC-2.1
PEDESTRIAN CROSSING SIGNAGE, SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.
TRUNCATED DOME DETECTABLE WARNING, CAST IN
PLACE WARNING SURFACE. ARMOR TILE. COLOR:
YELLOW. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
42" HIGH PRESSURE TREATED DOUGLAS FIR POST 1/LC-2.1
AND RAIL FENCING, 3-RAIL. FENCE TO FEATURE
REMOVABLE POSTS & RAILS FOR CHANNEL
MAINTENANCE ACCESS.
EXISTING ELECTRICAL POLE TO REMAIN; PROTECT IN
PLACE.
EXISTING LIGHT POLE TO REMAIN; PROTECT IN PLACE.
EXISTING CHAINLINK FENCE TO REMAIN, PROTECT IN
PLACE.
EXISTING FENCING TO BE RELOCATED. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
TOP OF SLOPE / HINGE POINT, NO WORK TO BE DONE
INSIDE CHANNEL.
REMOVABLE BOLLARD. MODEL 400-36/S-1SL BY 3/LC-2.0
DUMOR. COLOR TO BE FOREST GREEN.
PHONE (800) 598-4018.
8 12
13A
13B
14 15
17 18
19 20
22 23
24 28
X
X
ALUMINUM DOG STATION. MODEL: 1003-L 4/LC-2.0
(POST/SIGN/DISPENSER) BY DOGIPOT PET STATION.
PHONE: (866) 744-6652.
TRASH RECEPTACLE. MODEL: 3/LC-2.1
QR-CAL2436W-HOOVER19 WITH HOOVER LID BY QCP.
COLOR TO BE `LATTE` WITH CRAFTSMAN ETCH FINISH.
LID COLOR TO BE BROWN. GRAFFITI COATING PER
SPECS. PHONE: (866) 703-3434.
DRAIN PIPE, SEE GRADING PLANS FOR ADDITIONAL
INFORMATION.
EXISTING CULVERT TO REMAIN. CONTRACTOR TO
PROTECT IN PLACE.
COBBLE. SIZE: 4"-8". COLOR: SANTA FE. AVAILABLE 1/LC-2.2
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. PHONE: (877) 792--7625.
ACCESSIBLE PARKING SIGNAGE. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.
PULL BOX FOR FUTURE LIGHTING, INSTALL PER CITY 5/LC-2.0 STANDARD.
UNDERGROUND CONDUIT FOR FUTURE LIGHTING, 6/LC-2.0
INSTALL PER CITY STANDARD.
CURB RAMP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
CURB AND GUTTER. SEE CIVIL PLAN FOR ADDITIONAL
INFORMATION.
SEE CIVIL DRAWING FOR ROW AND VEHICULAR
IMPROVEMENT AREAS.
RELOCATED K-RAIL. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
29 30
31 32
33 35
38 39
40 41
42 45
PB
C
SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
VEHICULAR CONCRETE PAVING. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
PERVIOUS
CIVIL PLANS FOR ADDITIONAL INFORMATION.
EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
STABILIZED DECOMPOSED GRANITE. COLOR: 1/LC-2.0
CALIFORNIA GOLD. AVAILIABLE THROUGH GAIL
MATERIALS. PHONE: (951) 667-6106. INSTALL WITH
ROLLED TRANSITION EDGE PER MANUFACTURER`S
RECOMMENDATION. CROSS SLOPE OF WALKWAY NOT
TO EXCEED 2%. CONTRACTOR TO SUBMIT SAMPLE TO
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION.
INTEGRAL COLOR STAMPED VEHICULAR PAVING.
RANDOM ASHLAR STONE BY SCOFIELD. COLOR C-21
ADOBE TAN WITH A-25 LA CRESTA BROWN ANTIQUE
RELEASE. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
CONCRETE PAVERS. MODEL GRAN PIETRA 80MM BY 2/LC-2.0
ORCO PAVING STONES. COLOR: ORCOTTA. PATTERN:
RANDOM ASHLAR. PHONE (951)-685-8498. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
1 2
3 4
5 6
7 CONSTRUCTION LEGEND LC-1.2
SYMBOLDESCRIPTIONDETAIL
CONSTRUCTION LEGEND LC-1.2
SYMBOLDESCRIPTIONDETAIL
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
21 MATCHLINE SEE SHEET LC-1.3
MATCHLINE SEE SHEET LC-1.1
X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.
Redlands Blvd.
LANDSCAPE CONSTRUCTION PLAN
LC-1.2
12/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 1
1 1
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
ASPHALT
CONCRETE PARKING LOT PAVING. SEE
1 2
1 2
PARKING LOT
23 42
12/19/2023
Redlands Regular Meeting of 02-20-24
130 of 923
CHURCH ST.
ZANJA CHANNEL;NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
BB
B
B
B
B
26'27'
30'44'
17'16'
30'
30'
S.P.R.R.
S.P.R.R.
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;NOT IN SCOPE
2.0% MAX.
10:1 MAX.
3:1 MAX.
4" MIN.
1.0% MIN.
2.0% MAX.
12'
STABILIZED
PATH1.0% MIN.
7'-6"
LANDSCAPE
5'
SWALE
4" MIN.
5'16'
LANDSCAPE
15'-6"
SWALE
6" MIN.
DEPTH
2.0% MAX.
10:1 MAX.
3:1 MAX.
4" MIN.
1.0% MIN.
2.0% MAX.
12'
STABILIZED
PATH1.0% MIN.
7'-6"
LANDSCAPE
5'
SWALE
4" MIN.
5'16'
LANDSCAPE
15'-6"
SWALE
6" MIN.
DEPTH
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
TYP.
5'
4 6
7 1
30 291
27 18
22 25
4 17
22 24
18 24
26 33
PB
PB
PB
PB
PB
PB
TYP.
TYP.
38 39
15 32
31 4
43 42
41 40
12 12
5 LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK TO BE AT HINGE POINT.
TOP OF SLOPE. CONTRACTOR TO
TAKE CARE NOT TO ENCROACH
BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.
LC
RIGHT-OF-WAY
SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
INTEGRAL COLOR STAMPED VEHICULAR PAVING.
RANDOM ASHLAR STONE BY SCOFIELD. COLOR C-21
ADOBE TAN WITH A-25 LA CRESTA BROWN ANTIQUE
RELEASE. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
CONCRETE PAVERS. MODEL GRAN PIETRA 80MM BY 2/LC-2.0
ORCO PAVING STONES. COLOR: ORCOTTA. PATTERN:
RANDOM ASHLAR. PHONE (951)-685-8498. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
6" RAISED CONCRETE CURB. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
PEDESTRIAN CROSSING SIGNAGE, SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.
TRUNCATED DOME DETECTABLE WARNING, CAST IN
PLACE WARNING SURFACE. ARMOR TILE. COLOR:
YELLOW. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
42" HIGH PRESSURE TREATED DOUGLAS FIR POST 1/LC-2.1
AND RAIL FENCING, 3-RAIL. FENCE TO FEATURE
REMOVABLE POSTS & RAILS FOR CHANNEL
MAINTENANCE ACCESS.
EXISTING CHAINLINK FENCE TO REMAIN, PROTECT IN
PLACE.
1 4
6 7
12 15
17 18
22 CONSTRUCTION LEGEND LC-1.3
TOP OF SLOPE / HINGE POINT, NO WORK TO BE DONE
INSIDE CHANNEL.
GATEWAY MONUMENT SIGN WITH PRESSURE 1/LC-2.3
TREATED HEAVY TIMBER TRELLIS. STONE VENEER
COLOR: DC RANCH. AVAILABLE THROUGH KRC ROCK
OR APPROVED EQUAL. PHONE: (800) 572-7625.
BOULDERS. AVAILABLE THROUGH SOUTHWEST 2/LC-2.2
BOULDER AND STONE OR APPROVED EQUAL. PHONE:
(877) 792-7625.
INTERPRETIVE SIGNAGE PANEL.2/LC-2.1
ALUMINUM DOG STATION. MODEL: 1003-L 4/LC-2.0
(POST/SIGN/DISPENSER) BY DOGIPOT PET STATION.
PHONE: (866) 744-6652.
TRASH RECEPTACLE. MODEL: 3/LC-2.1
QR-CAL2436W-HOOVER19 WITH HOOVER LID BY QCP.
COLOR TO BE `LATTE` WITH CRAFTSMAN ETCH FINISH.
LID COLOR TO BE BROWN. GRAFFITI COATING PER
SPECS. PHONE: (866) 703-3434.
DRAIN PIPE, SEE GRADING PLANS FOR ADDITIONAL
INFORMATION.
EXISTING CULVERT TO REMAIN. CONTRACTOR TO
PROTECT IN PLACE.
COBBLE. SIZE: 4"-8". COLOR: SANTA FE. AVAILABLE 1/LC-2.2
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. PHONE: (877) 792--7625.
PULL BOX FOR FUTURE LIGHTING, INSTALL PER CITY 5/LC-2.0 STANDARD.
UNDERGROUND CONDUIT FOR FUTURE LIGHTING, 6/LC-2.0
INSTALL PER CITY STANDARD.
24 25
26 27
29 30
31 32
33 38
39 B
A
PB
C
CURB RAMP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
CURB AND GUTTER. SEE CIVIL PLAN FOR ADDITIONAL
INFORMATION.
SEE CIVIL DRAWING FOR ROW AND VEHICULAR
IMPROVEMENT AREAS.
IRRIGATION METER. SEE IRRIGATION PLANS AND CIVIL
PLANS FOR ADDITIONAL INFORMATION.
40 41
42 43
SYMBOLDESCRIPTIONDETAILSYMBOLDESCRIPTIONDETAIL
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
22 MATCHLINE SEE SHEET LC-1.2
X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.
Redlands Blvd.
LANDSCAPE CONSTRUCTION PLAN
LC-1.3
13/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
24 42
12/19/2023
Redlands Regular Meeting of 02-20-24
131 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
23 DG PAVING WITH SOIL STABILIZER (SEE
SPECIFICATIONS) TO BE PLACED IN TWO (2) EQUAL
LAYERS. ROLL EACH LAYER SEPARATELY TO 95% MIN.
COMPACTION.
1 ADJACENT MOW CURB OR CONCRETE PAVING,
PER PLANS.
12" DEPTH COMPACTED SUBGRADE TO MIN. 95%
COMPACTION.
2 3
NOTES:
A. SEE CONSTRUCTION PLAN FOR DECOMPOSED
GRANITE PAVING TYPE AND MANUFACTURER.
B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
C. CONTRACTOR TO PROVIDE 3' X 3' MOCK UP IN FIELD
FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION.
D. SEE ALSO SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
STABILIZED TRAIL SURFACE
6" ROLLED TRAIL TRANSITION EDGE.4
LEGEND:
FINISH GRADE: 1" BELOW FINISH SURFACE OF
TRAIL WHEN ADJACENT SOFTSCAPE.
5 SECTION-ROLLED EDGE
4 1
3 12"
WIDTH VARIES
(SEE PLAN)
6"
2"
5 7"
12 12"
3 WIDTH VARIES
(SEE PLAN)FLUSH WITH ADJACENT
CONCRETE PAVING, TYP.
SECTION-ADJACENT HARDSCAPE
7"
1 1
5 7
PAVER OVER CONCRETE BASE
PAVER OR ADA DETECTABLE WARNING TILE.
SEE CONSTRUCTION LEGEND FOR TYPE.
1 CONCRETE BASE PER CHART BELOW
2 THICKENED EDGE, OR ADJACENT PAVING
PER PLAN
3 BASE PER CHART
4 5
SOIL SUBGRADE PER CHART6
7 4
3 JOINT SAND
CONCRETE BASE BASE SUBGRADE
6" MIN. WITH
#4 REBAR @ 18"
O.C. EA. WAY
6" MIN. CLASS
2 AGGREGATE
BASE
12" COMPACT VEHICULAR
NOTES:
A. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
B. CONTRACTOR TO PROVIDE
SAMPLE OF PAVER FOR
APPROVAL PRIOR TO
INSTALLATION.
C. CONTRACTOR TO INSTALL PER
MANUFACTURER'S
RECOMMENDATION.
2 HIGH STRENGTH MORTAR;
TO BE LATICRETE 254 PLATINUM OR APPROVED
EQUAL. PAVERS TO BE BACK BUTTERED AND
SET TO ACHIEVE 100% CONTACT BETWEEN THE
PAVER AND MORTAR BED AND FREE OF VOIDS.
6 2
1 LEGEND:
6"
MAKE
FLUSH
2 REMOVABLE BOLLARD
36"
42"
36"
18" SQ.
DETAIL OF BOLLARD
WITH SLEEVE
DETAIL OF CAP
WITH SLEEVE
10 7
8" Ø
2 1
3 4
5 6
7 4
18" SQ.
8 6
9 10
10 11
10 7
8" Ø
1/4" X 3/4" STL BAR1
STL. HINGE2
WELDED CAP3
4" SCH 40 STL PIPE (4 1/2" O.D.)4
1/4" X 2" TAB FOR LOCKING DEVICE W/ 5/8"
DIA. HOLE (LOCK BY OTHER)
5 5" OD X 3/16" W. STL. TUBE FOR SLEEVE6
1/4" THK STL PLATE7
(2) 1/4" THK. X 4 1/4" DD RUBBER WASHERS8
1/2" X 3" S.STL. BTN. SKT. HD. CAP SCREW
W/ WASHER AND COTTER PIN
9 ADJACENT PAVING PER PLAN10
3/8" SQ STL BAR11
LEGEND:
NOTES:
A. INSTALL PER MANUFACTURERS
RECOMMENDATIONS
B. PAD-LOCK SUPPLIED BY OWNER
C. STEEL MEMBERS COATED WITH
ZINC RICK EPOXY THEN FINISHED
WITH POLYESTER POWDER
COATING
3 36"
42"
3 PET STATION
PET WASTE
TRANSMITS
DISEASE
LEASH AND
CLEAN UP
AFTER YOUR
PET
PLEASE KEEP
THIS AREA CLEAN
PLEASE CLEAN UP
AFTER YOUR DOG!
6'-6"
1"
12"8.5"
36"
10"
3 2
1 4
5 DOGIPOT DISPENSER.
ITEM 1002. 15.5"(H) X
9.4"(W) X 3.25"(D) .08
GAUGE ALUMINUM,
400 BAG CAPACITY.
STEEL TRASH
RECEPTACLE WITH
LID. ITEM 1206 23"(H)
X 11.5"(W), 10 GAL.
CAPACITY.
GALVANIZED STEEL
MOUNTING POST.
ITEM 1301. 2"X2"X8'
CONCRETE FOOTING
DOGIPOT PET SIGN.
ITEM 1203/1204. 18" X
11.5", .63 GAUGE
ALUMINUM, FOREST
GREEN ON WHITE
1 2
3 4
5 LEGEND:
4 LANDSCAPE CONSTRUCTION DETAILS
LC-2.0
14/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
3" MIN.
6" MIN.
6" MIN.
18"+ DIAMETER
OF PIPE
1" MIN. 6" MIN.
4"
12"
18" MIN.
6" MIN.
PIPING CONTROL WIRE
IMPORTED TOPSOIL OR
AMMENDED NATIVE SOIL
FINISHED GRADE
NATIVE SOIL FREE OF ROCKS
AND DEBRIS 3" OR GREATER
TRENCH MARKER
SAND BEDDING MATERIAL
IRRIGATION MAINLINE
2-WIRE PATH IN 1-1/2" CONDUIT
IRRIGATION LATERAL LINE
NOTES:
1. TRENCH MARKER SHALL BE A 3" WIDE
CONTINUOUS METALLIC PLASTIC
STRIP ABOVE THE MAINLINE AND
DIRECT BURIAL CONTROL WIRES.
2. ALL PIPE AND CONTROL WIRE UNDER
PAVEMENT SHALL BE INSTALLED IN A
P.V.C. SLEEVE PER THE IRRIGATION
SPECIFICATIONS.
3. BACKFILL MATERIAL SHALL BE
COMPACTED TO A RELATIVE
COMPACTION OF 90% MIN.
4. SLEEVES SHALL BE 2x DIAMETER OF
PIPE OR WIRE BUNDLE DIAMETER.
5. SLEEVES SHALL EXTEND 12" BEYOND
CURB OR EDGE OF HARDSCAPE
PAVING, TYPICAL.
4"
IN LINE DRIP TUBING
(IF APPLICABLE - SEE
IRRIGATION LEGEND)
91 2
3 4
5 7
8 6
1 2
3 4
5 6
7 8
9 6" MIN.
6 NTS
LIGHTING PULL BOX
LEGEND:
SEE NOTES
1 2
3 4
5 CONCRETE PULL BOX. AVAILIABLE
THROUGH BROOKS PRODUCTS.
PHONE: (909) 947-7470. TYPE: #36.
1 FINISH GRADE.2
PEA GRAVEL, 6" MIN.3
PROVIDE EYS CONDUIT SEALS AT
ALL STUBS.
4 CONDUIT, SEE SITE PLAN FOR
LOCATION.
5 NOTE:
A. TOP OF JUNCTION BOX SHALL BE
SET 2" ABOVE GRADE AT SHRUB/
PLANTING AREAS AND FLUSH TO
GRADE AT LAWN AREAS
12"
20"
S2-MI8-95
5 HANDRAIL
NOTES:
ADJACENT PAVING (SEE LANDSCAPE
CONSTRUCTION PLAN).
1 2HANDRAIL. FLAT BAR STEEL. 1/4" THICK X 1.5"
WIDE. PAINTED BRONZE.CONFIRM FINAL COLOR
WITH LANDSCAPE ARCHITECT.
3SUBGRADE COMPACTED TO 95% RELATIVE
COMPACTION PER GEOTECH REPORT.
4FINISH GRADE PER CIVIL PLANS.
5 6
LEGEND:
3'-0" TYP.
CROSS SECTION
EXPANSION JOINT. SEE DETAIL 3/LC-2.2
7 10"
A. ALL METAL TO BE GALVANIZED STEEL INSIDE AND OUT.
B. WELD AND GRIND SMOOTH ALL CONNECTIONS, EDGES, AND CORNERS TO ELIMINATE ANY SHARP EDGES.
C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO FABRICATION.
D. PAINT ALL EXPOSED WELDS WITH GALVANIZED PAINT. ALL METAL SURFACES SHALL RECEIVE 2 COATS METAL PRIMER AND 2 COATS EXTERIOR GRADE METAL PAINT.
E. ALL RADII SHALL BE SMOOTH.
F. ALL EXPOSED METAL TO BE PAINTED WITH 2 COATS OF RUST RESISTANT PRIMER AND 2 COATS FINAL COLOR.
G. POST SPACING NOT TO EXCEED 5' O.C. POSTS SHOULD BE POSITIONED AT ALL CORNERS AND ENDS OF RAILING. 8" MIN.
3" MIN.
CONCRETE FOOTING. 3-1/2" DIA. CORE IN
TURNDOWN FOR POST FOOTING, FILL WITH
HIGH-STRENGTH EPOXY. ALLOW NO PONDING OF
WATER. CAN BE CONTIGOUS POUR WITH STAIRS.
1/2" RADIUS ON ALL EDGES TYPICAL.
2 3
7 1
3'-0"
PER PLAN
STAIR SECTION
1 2
3 6
3"
R2"
44 5
4 CENTER
3"
ABOVE
SURFACE
81/4" X 3" STD. STEEL WHEEL GUIDE
WELDED @ POST. PAINTED.
8 8
8 STAIRS WITH HANDRAILS
NOTES:
ADJACENT PAVING (SEE LANDSCAPE
CONSTRUCTION PLAN).
1 2HANDRAIL. FLAT BAR STEEL. 1/4" THICK X 1.5"
WIDE. PAINTED BRONZE.
3SUBGRADE COMPACTED TO 95% RELATIVE
COMPACTION PER GEOTECH REPORT.
4FINISH GRADE PER CIVIL PLANS.
5CONCRETE STAIRS 520-C-2500. SLOPE TREADS
1/4" FOR POSITIVE DRAINAGE.
6 LEGEND:
3'-0" TYP.
CROSS SECTION
EXPANSION JOINT PER PLAN, SEE DETAIL
2/ LC-2.2.
7 10"
A. ALL METAL TO BE GALVANIZED STEEL INSIDE AND OUT.
B. WELD AND GRIND SMOOTH ALL CONNECTIONS, EDGES, AND CORNERS TO ELIMINATE ANY SHARP EDGES.
C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO FABRICATION.
D. PAINT ALL EXPOSED WELDS WITH GALVANIZED PAINT.
E. ALL RADII SHALL BE SMOOTH.
F. ALL STAIR SETS AND RAILINGS SHALL COMPLY WITH CBC TITLE 24, SECTION 1133B.
G. ALL EXPOSED METAL TO BE PAINTED WITH 2 COATS OF RUST RESISTANT PRIMER AND 2 COATS FINAL COLOR. 8" MIN.
3" MIN.
3" MIN.
8 9
10 CONCRETE FOOTING. 3-1/2" DIA. CORE IN
TURNDOWN FOR POST FOOTING, FILL WITH
HIGH-STRENGTH EPOXY. ALLOW NO PONDING OF
WATER. CAN BE CONTIGOUS POUR WITH STAIRS.
11 3" STAIR BORDER WITH (4) 1/4" GROOVES AT
3/4" ON CENTER TYPICAL ALL STAIR TREADS
AND UPPER APPROACH. STAIN BORDER WITH
CONTRASTING COLOR PER CBC TITLE 24.
SECTION 1133B.4.5. COORDINATE WITH
LANDSCAPE ARCHITECT FOR STAIN COLOR.
1/2" RADIUS ON ALL EDGES TYPICAL.
12 #3 REBAR HORIZONTAL AT EACH STAIR TREAD.
#4 REBAR AT 12" ON CENTER TYPICAL.
#4 REBAR AT 24" ON CENTER TYPICAL.
2 37
4 12
11 8"
6"
3'-0"
12"
LEVEL
12"
PER
PRECISE
GRADING
PLAN
5" MIN.
6" 3" CLR.
STAIR SECTION
16"
1 2
3 5
6 6
8 9
10 11
12 11
6"
12" LEVEL
TREAD
WIDTH
6"
7 Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
25 42
12/19/2023
Redlands Regular Meeting of 02-20-24
132 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
24 30"
24"
30°
4 6
3 2
24" x 36" INTERPRETIVE SIGN(S)
PER CONSTRUCTION LEGEND
AND SPECIFICATIONS
2.5" DIA. STEEL DOUBLE POST
INGROUND FRAMELESS
PEDESTAL MOUNT FASTENERS,
AND ALL BRACKETRY TO BE
POWDERCOATED SEMIGLOSS
FOREST GREEN THROUGH
'ENVIROSIGNS' OR EQUAL
CONCRETE FOOTING - SIZE AS
INDICATED - POST SHALL HAVE
10" MIN. EMBEDMENT, WITH
4" MIN. CLR. FROM CONCRETE
PAVING. CROWN FOOTING FOR
POSITIVE DRAINAGE
ADJACENT DG OR CONCRETE
PAVING. SEE CONSTRUCTION
PLANS
FINISH GRADE
COMPACT SOIL SUBGRADE (95%
MIN.)
3" MULCH LAYER
14"
8"
5"
A. CONTRACTOR TO PROVIDE SHOP DRAWINGS
INCLUDING APPROPRIATE FASTENERS AND
SAMPLES OF ALL MATERIAL USED, TO
LANDSCAPE ARCHITECT FOR APPROVAL
PRIOR TO FABRICATION.
B. CONTRACTOR SHALL COORDINATE WITH
ENVIROSIGNS (1-888-492-5377) OR APPROVED
EQUAL FOR MANUFACTURE INTERPRETIVE
PANELS AND POST (S).
C. THE CHARACTERS AND BACKGROUND OF
SIGNS SHALL BE EGGSHELL, MATTE FINISH
(OR OTHER NON-GLARE). PHOTOS AND
IMAGES TO BE FULL COLOR.
D. DISPLAYED WRITTEN AND GRAPHIC
MATERIALS(SIGNS) MUST BE LEGIBLE AS
DEPENDENT ON THE CONTRAST,
REFLECTIVITY, LIGHTING, ANGLE OF VISION,
AND SIZE.
E. SIGNAGE DESIGN: TBD
F. FINAL DESIGN FOR EACH PANEL SHALL BE
PROVIDED BY LANDSCAPE ARCHITECT IN HIGH
RESOLUTION DIGITAL FORMAT. SEE ALSO
SPECIFICATIONS.
G. SIGN SHALL COMPLY WITH VISUAL
CHARACTERS (CBC 11B-216.1, 11B-216.3)
1 5
1 2
3 4
5 6
INTERPRETIVE POST & SIGN
7 SAMPLE TEXT HERE. SAMPLE TEXT HERE. SAMPLE
TEXT HERE. SAMPLE TEXT HERE. SAMPLE TEXT
HERE. SAMPLE TEXT HERE. SAMPLE TEXT HERE.
SAMPLE TEXT HERE. SAMPLE TEXT HERE. SAMPLE
TEXT HERE. SAMPLE TEXT HERE. SAMPLE TEXT
HERE. SAMPLE TEXT HERE. SAMPLE TEXT HERE.
SAMPLE TEXT HERE. SAMPLE TEXT HERE.
SAMPLE TEXT HERE. SAMPLE TEXT HERE. SAMPLE
TEXT HERE. SAMPLE TEXT HERE. SAMPLE TEXT
HERE. SAMPLE TEXT HERE. SAMPLE TEXT HERE.
12" MIN.
ELEVATION
7 LEGEND:NOTES:
SECTION
4"
MAX
2 A. ALL FENCE POSTS AND RAILS SHALL BE REMOVABLE
FOR PURPOSES OF MAINTENANCE OPERATIONS.
B. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR
APPROVAL PRIOR TO INSTALLATION
C. ALL WOOD FOR RAIL FENCE TO BE PRESSURE
TREATED.
D. END POST SHALL BE TERMINAL POST.
E. ALL STEEL SLEEVES AND MOUNTING PLATES TO BE
GALVANIZED AFTER FABRICATION.
8' MAX.
4 12"
24" TYP.
6" DIA. PT DOUGLAS FIR POST. END POSTS TO HAVE
HOLES ON ONE SIDE ONLY.
1 8' X 3.5" DIA. RAILS; PT DOUGLAS FIR RAILS WITH
TAPERED ENDS TO MEET HOLES.
2 95% COMPACTED SUBGRADE3
REMOVABLE POST & RAIL WOOD FENCE
CONCRETE FOOTING WITH POST SLEEVE4
LEGEND:
ELEVATION
48"
6"
1 2
RAIL REMOVAL SLOT ROUTERED INTO POST ON ONE
SIDE OF EACH POST.
5 16"
16"
10"
RAIL
REMOVAL
SLOT
5 1
7 6
9 8
4 4" DIA. X 1/8" THICK GALVANIZED STEEL MOUNTING
PLATE WITH PIPE DOWEL. PIPE DOWEL TO BE
AFFIXED TO MOUNTING PLATE WITH FILLET WELD.
6 (4) GALVANIZED STEEL SCREWS. MOUNT STEEL PLATE
AND DOWEL TO BOTTOM OF FENCE POST. HEADS TO
BE FLUSH WITH STEEL PLATE. FENCE POST WITH
AFFIXED DOWEL TO BE PLACED IN FOOTING SLEEVE.
7 3/4" DIA. GALVANIZED STEEL PIPE DOWEL, FILLET
WELD TO STEEL MOUNTING PLATE (O.D. 1.05 IN)
8 1-1/4" DIA. GALVANIZED STEEL SLEEVE. (I.D. 1.38 IN)
CAST INTO CONCRETE FOOTING.
9 9
8 18"
12"
18"
24"
3 1
SEE FOOTING
ENLARGEMENT
REMOVABLE POST
FOOTING ENLARGEMENT
6"
6" DEPTH GRAVEL DRAIN ROCK10 10
NOTES:
1 ELEVATION
COMPACTED SUBGRADE PER SOILS REPORT5
4 3
23 GAL. PLASTIC LINER2
1 FINISHED GRADE
6ADJACENT PAVING PER PLANS
72" DRAIN HOLE
Ø 20" INSIDE DIA.
Ø 26" LID
TRASH RECEPTACLE WITH HOVER LID
TRASH RECEPTACLE PER CONSTRUCTION
LEGEND & PLANS
PLAN
HOVER LID WITH SECURITY STEEL CABLE
AND TAMPER PROOF BOLT, COLOR BROWN
3'
4.5"
1.5"Ø1'-5"
Ø1'-4"
Ø 18"
Ø 2'-0"
Ø2'-2"
2 1
3 4
6 5
7 Ø 24" TRASH
RECEPTACLE
HOVER LID SUPPORTS
LEGEND:
NOTES:
A. CONTRACTOR SHALL COORDINATE
WITH MANUFACTURER FOR DELIVERY
OF TRASH RECEPTACLES, AND SHALL
INSTALL PER MANUFACTURERS
RECOMMENDATIONS.
B. WHEN INSTALLED IN DECOMPOSED
GRANITE, PROVIDE 4" DEPTH
CONCRETE PAD AT A MIN 22"
DIAMETER FOOTING
3 LANDSCAPE CONSTRUCTION DETAILS
LC-2.1
15/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
MONUMENT SIGN
6"
1'-4"
2'-7" SQ.
SECTION
4 5
6 7
8 10
11 PLAN
3" 7
8 1
NOTES:
1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS
FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR
TO FABRICATION.
9 LEGEND:
NATURAL STONE VENEER1
ENAMEL PLAQUE WITH ZANJA IMAGE. EPOXY
IN PLACE.
2 3
MORTAR SETTING BED4
FINISH CAP SURFACE FOR POSITIVE
DRAINAGE AND PREVENT PONDING
5 CONCRETE FOOTING6
24" SQUARE COLUMN, 8"x8"x16" CMU BLOCK.
SOLID FILL BLOCKS & COLUMN INTERIOR
7 #5 REBAR, VERTICAL AT EACH CORNER WITH
STANDARD HOOKS INTO FOOTING
8 #3 REBAR TIE AT 8" O.C.9
ADJACENT FINISHED GRADE10
COMPACTED SUBGRADE AT 95%11
GROUT WITH 6x6 W2.1 WELDED WIRE MESH
WITH MIN 1 1/2" CLEAR COVER
12 3
(4) #5 REBAR BOTTOM EACH WAY, EVENLY SPACED
WITH 3" MINIMUM CLEAR ABOVE COMPACTED BASE
12 9
2'
2'
1 2'
ENAMEL PLAQUE ENLARGEMENT & SECTION
1 2
3 7
1 2
CONTRACTOR TO
SELECT STONES
WITH STRAIGHT
NATURAL EDGES
AROUND ENAMEL
SIGN.
CONTRACTOR
SHALL NOT SAW
CUT STONE
VENEER TO FIT
AROUND ENAMEL
SIGN
4 4'-6"
1 2
PERSON AT 6'-0"
2'-6"
ELEVATION
2'
4 Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
26 42
12/19/2023
Redlands Regular Meeting of 02-20-24
133 of 923
A
B
BB
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
25 A. LINE SWALE CENTER WITH MIXED COBBLES 4"
MINIMUM SIZE, PER PLAN. PROVIDE HIGHER
CONCENTRATION OF COBBLES AROUND INLETS.
VEGETATED SWALE
1 COBBLE AROUND PLANTING AT
CENTER OF SWALE, PER PLAN
2 3
4 NATIVE SOIL5
6 PLANTING IN SWALE CENTER,
PER PLANTING PLAN
PLANTING ON SIDE SLOPES,
PER PLANTING PLAN
NOTES:
D. SEE PLANTING PLAN FOR SWALE
PLANTING SCHEDULE.
C. SWALE TO HAVE MINIMUM 3" MULCH
COVER WHERE COBBLE COVER IS NOT
PROVIDED.
ADJACENT MATERIAL PER PLAN
B. SEE PLAN FOR COBBLE LOCATIONS.
LEGEND:
4" MIN
2 SIDE SLOPE
VARIES
TREE PER PLANTING PLAN
3 4
5 6
VARIES
PER PLAN
1 1
NEW TREES, TYP.
LANDSCAPE CONSTRUCTION DETAILS AND SPECS
LC-2.2
16/28
2/3
1/3
VARIES
BOULDER
1 18" HIGH BOULDER SEAT WALL TYPE:
'SURFACE SELECT'. AVAILABLE
THROUGH
SOUTHWEST BOULDER AND STONE
OR APPROVED EQUAL.
APPROXIMATE SIZES:
A - 4'X5'
B - 3'X3'
1 2
ADJACENT DG PAVING PER
CONSTRUCTION PLAN
2 3
FINISHED GRADE3
4 SLOPE CONDITION WHERE OCCURS
ON PLAN
4 ADJACENT PLANTING AREA5
6 COMPACTED SUBGRADE TO 95%
RELATIVE COMPACTION
6 A. BOULDERS SHALL BE INSTALLED
SO THAT NO ROCKING WILL
OCCUR. ANY ROUGH OR
JAGGED EDGES SHALL BE
GROUND SMOOTH.
B. BURY BOULDERS BY 1/3 HEIGHT
NOTES:
PLANSCALE: 1" = 10'
SECTION
LEGEND
5 2
1 2
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
CONSTRUCTION SPECIFICATIONS
PART 1 GENERAL
1.1 PREINSTALLATION MEETINGS
A. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE.
1.2 GENERAL CLEANUP
A. THE SITE SHALL BE KEPT CLEAN AND FREE OF DEBRIS THROUGHOUT THE INSTALLATION.
EMPTY BARRELS, SACKS, BAGS AND REMNANT MATERIALS SHALL BE STORED OR DISPOSED DAILY IN A PROPER CONTAINER OR LEGAL MANNER.
B. AFTER COMPLETION OF THE ENTIRE PROJECT, THE SITE SHALL HAVE A GENERAL CLEANUP
REMOVING ALL DEBRIS REMAINING ON THE SITE THAT IS NOT A PART OF THE FINAL PROJECT.
1.3 WARRANTY: IN ADDITION TO MANUFACTURERS' GUARANTEES OR WARRANTIES, ALL WORK
SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES.
CONCRETE
PART 1 GENERAL
1.1 SUMMARY
A. SECTION INCLUDES CONCRETE PAVING, INCLUDING THE FOLLOWING:
1. CONCRETE WALKS AND PAVING
2. COLORED CONCRETE PAVING
3. CONCRETE MOW CURBS
4. CONCRETE BANDING
5. FOOTINGS
1.2 SUBMITTALS
A. DESIGN MIXTURES: FOR EACH CONCRETE PAVING MIXTURE. INCLUDE ALTERNATE DESIGN
MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS.
B. QUALIFICATION DATA: FOR QUALIFIED READY-MIX CONCRETE MANUFACTURER AND TESTING AGENCY.
C. MATERIAL CERTIFICATES: FOR THE FOLLOWING, FROM MANUFACTURER:
1. CEMENTITIOUS MATERIALS.
2. STEEL REINFORCEMENT AND REINFORCEMENT ACCESSORIES.
3. FIBER REINFORCEMENT.
4. ADMIXTURES.
5. CURING COMPOUNDS.
6. APPLIED FINISH MATERIALS.
7. BONDING AGENT OR EPOXY ADHESIVE.
8. JOINT FILLERS.
D. MOCKUPS: BUILD MOCKUPS FOR EACH TYPE OF PRODUCT, INGREDIENT, OR ADMIXTURE REQUIRING COLOR SELECTION. BUILD MOCKUPS OF FULL-THICKNESS SECTIONS OF CONCRETE PAVING TO DEMONSTRATE TYPICAL JOINTS; SURFACE FINISH, TEXTURE, AND COLOR; CURING; AND STANDARD OF WORKMANSHIP. BUILD MOCKUPS OF CONCRETE
PAVING IN THE LOCATION AND OF THE SIZE INDICATED OR, IF NOT INDICATED, BUILD MOCKUPS WHERE DIRECTED BY ARCHITECT AND NOT LESS THAN 24 INCHES BY 24 INCHES.
PART 2 PRODUCTS
2.1 MATERIALS
A. ACI PUBLICATIONS: COMPLY WITH ACI 301UNLESS OTHERWISE INDICATED.
B. STEEL REINFORCEMENT:
1. STEEL WELDED-WIRE REINFORCEMENT: ASTM A 1064/A 1064M, FABRICATED AS-DRAWN FROM STEEL WIRE INTO FLAT SHEETS.
2. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60; DEFORMED.
3. JOINT DOWEL BARS: ASTM A 615/A 615M, GRADE 60 PLAIN-STEEL BARS. CUT BARS TRUE TO LENGTH WITH ENDS SQUARE AND FREE OF BURRS.
4. TIE BARS: ASTM A 615/A 615M, GRADE 60; DEFORMED.
C. CONCRETE MATERIALS -CEMENTITIOUS MATERIALS: USE THE FOLLOWING CEMENTITIOUS MATERIALS, OF SAME TYPE, BRAND, AND SOURCE THROUGHOUT PROJECT:
1. PORTLAND CEMENT: ASTM C 150/C 150M, GRAY PORTLAND CEMENT TYPE I OR TYPE II.
2. FLY ASH: ASTM C 618, CLASS C OR CLASS F.
3. SLAG CEMENT: ASTM C 989/C 989M, GRADE 100 OR 120.
D. NORMAL-WEIGHT AGGREGATES: ASTM C 33/C 33M, UNIFORMLY GRADED. PROVIDE AGGREGATES FROM A SINGLE SOURCE.
1. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT.
E. EXPOSED AGGREGATE: SELECTED, HARD, AND DURABLE; WASHED; FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO CEMENT OR THAT CAUSE STAINING; FROM A SINGLE SOURCE, WITH GAP-GRADED COARSE AGGREGATE.
F. AIR-ENTRAINING ADMIXTURE: ASTM C 260/C 260M.
G. CHEMICAL ADMIXTURES: ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND TO CONTAIN NOT MORE THAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL.
1. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A.
2. RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE B.
3. PLASTICIZING AND RETARDING ADMIXTURE: ASTM C 1017/C 1017M, TYPE II.
H. COLOR PIGMENT: ASTM C 979/C 979M, SYNTHETIC MINERAL-OXIDE PIGMENTS OR COLORED WATER-REDUCING ADMIXTURES; COLOR STABLE, NONFADING, AND RESISTANT TO LIME AND OTHER ALKALIS.
2.2 CONCRETE MIXTURES
A. PREPARE DESIGN MIXTURES, PROPORTIONED ACCORDING TO ACI 301, FOR EACH TYPE AND
STRENGTH OF NORMAL-WEIGHT CONCRETE, AND AS DETERMINED BY EITHER LABORATORY TRIAL MIXTURES OR FIELD EXPERIENCE.
PART 3 EXECUTION
3.1 EDGE FORMS AND SCREED CONSTRUCTION
A. SET, BRACE, AND SECURE EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED GUIDES TO REQUIRED LINES, GRADES, AND ELEVATIONS. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT.
3.2 STEEL REINFORCEMENT INSTALLATION
A. GENERAL: COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT.
B. INSTALL WELDED-WIRE REINFORCEMENT IN LENGTHS AS LONG AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH, AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS TO PREVENT CONTINUOUS LAPS IN EITHER DIRECTION.
3.3 JOINTS
A. GENERAL: FORM CONSTRUCTION, ISOLATION, AND CONTRACTION JOINTS AND TOOL EDGES TRUE TO LINE, WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE.
CONSTRUCT TRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED.
1. WHEN JOINING EXISTING PAVING, PLACE TRANSVERSE JOINTS TO ALIGN WITH PREVIOUSLY PLACED JOINTS UNLESS OTHERWISE INDICATED.
B. CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF
PAVING AND AT LOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVING TERMINATES AT ISOLATION JOINTS.
1. CONTINUE STEEL REINFORCEMENT ACROSS CONSTRUCTION JOINTS UNLESS OTHERWISE INDICATED. DO NOT CONTINUE REINFORCEMENT THROUGH SIDES OF PAVING STRIPS UNLESS OTHERWISE INDICATED.
2. PROVIDE TIE BARS AT SIDES OF PAVING STRIPS WHERE INDICATED.
3. DOWELED EXPANSION JOINTS: INSTALL DOWEL BARS AND SUPPORT ASSEMBLIES AT JOINTS WHERE INDICATED. LUBRICATE OR COAT WITH ASPHALT ONE-HALF OF DOWEL LENGTH TO PREVENT CONCRETE BONDING TO ONE SIDE OF JOINT.
3.4 CONCRETE PLACEMENT
A. COMPLY WITH ACI 301 REQUIREMENTS FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE.
B. DO NOT ADD WATER TO CONCRETE DURING DELIVERY OR AT PROJECT SITE. DO NOT ADD WATER TO FRESH CONCRETE AFTER TESTING.
C. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSE JOINTS. DO NOT PUSH OR DRAG CONCRETE INTO PLACE OR USE VIBRATORS TO MOVE CONCRETE INTO PLACE.
D. CONSOLIDATE CONCRETE ALONG FACE OF FORMS AND ADJACENT TO TRANSVERSE JOINTS WITH AN INTERNAL VIBRATOR. KEEP VIBRATOR AWAY FROM JOINT ASSEMBLIES, OR SIDE FORMS. USE ONLY SQUARE-FACED SHOVELS FOR HAND SPREADING AND CONSOLIDATION.
CONSOLIDATE WITH CARE TO PREVENT DISLOCATING REINFORCEMENT, DOWELS AND JOINT DEVICES.
E. SCREED PAVING SURFACE WITH A STRAIGHTEDGE AND STRIKE OFF.
F. COMMENCE INITIAL FLOATING USING BULL FLOATS OR DARBIES TO IMPART AN
OPEN-TEXTURED AND UNIFORM SURFACE PLANE BEFORE EXCESS MOISTURE OR BLEEDWATER APPEARS ON THE SURFACE. DO NOT FURTHER DISTURB CONCRETE
SURFACES BEFORE BEGINNING FINISHING OPERATIONS OR
G. FINISHES
1. MEDIUM-TO-FINE-TEXTURED BROOM FINISH: DRAW A SOFT-BRISTLE BROOM ACROSS
FLOAT-FINISHED CONCRETE SURFACE, PERPENDICULAR TO LINE OF TRAFFIC, TO PROVIDE A UNIFORM, FINE-LINE TEXTURE.
2. GRACE TOP CAST FINISH PER PLANS
3. LITHOCRETE FINISH PER PLANS
3.5 CONCRETE PROTECTION AND CURING
A. BEGIN CURING AFTER FINISHING CONCRETE BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE.
3.6 PAVING TOLERANCES
A. COMPLY WITH TOLERANCES IN ACI 117.
3.7 FIELD QUALITY CONTROL
A. TESTING AGENCY: ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS.
B. TESTING SERVICES: TESTING AND INSPECTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED ACCORDING TO ASTM C 172/C 172M SHALL BE PERFORMED ACCORDING TO THE FOLLOWING REQUIREMENTS:
1. TESTING FREQUENCY: OBTAIN AT LEAST ONE COMPOSITE SAMPLE FOR EACH 100 CU. YD.
OR FRACTION THEREOF OF EACH CONCRETE MIXTURE PLACED EACH DAY. a. WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVE
COMPRESSIVE-STRENGTH TESTS FOR EACH CONCRETE MIXTURE, TESTING SHALL BE
CONDUCTED FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE ARE USED.
2. SLUMP: ASTM C 143/C 143M; ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE
SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE.
3. COMPRESSION TEST SPECIMENS: ASTM C 31/C 31M; CAST AND LABORATORY CURE ONE SET OF THREE STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE SAMPLE.
4. COMPRESSIVE-STRENGTH TESTS: ASTM C 39/C 39M; TEST ONE SPECIMEN AT SEVEN DAYS AND TWO SPECIMENS AT 28 DAYS.
a. A COMPRESSIVE-STRENGTH TEST SHALL BE THE AVERAGE COMPRESSIVE STRENGTH
FROM TWO SPECIMENS OBTAINED FROM SAME COMPOSITE SAMPLE AND TESTED AT 28 DAYS.
C. STRENGTH OF EACH CONCRETE MIXTURE WILL BE SATISFACTORY IF AVERAGE OF ANY
THREE CONSECUTIVE COMPRESSIVE-STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED
COMPRESSIVE STRENGTH AND NO COMPRESSIVE-STRENGTH TEST VALUE FALLS BELOW SPECIFIED COMPRESSIVE STRENGTH BY MORE THAN 500 PSI.
D. TEST RESULTS SHALL BE REPORTED IN WRITING TO ARCHITECT, CONCRETE MANUFACTURER, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. REPORTS OF
COMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME AND
NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AND INSPECTING
AGENCY, LOCATION OF CONCRETE BATCH IN WORK, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIXTURE PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7- AND 28-DAY TESTS.
3.8 REPAIR AND PROTECTION
A. REMOVE AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE OR THAT DOES NOT COMPLY WITH REQUIREMENTS IN THIS SECTION. REMOVE WORK IN
COMPLETE SECTIONS FROM JOINT TO JOINT UNLESS OTHERWISE APPROVED BY ARCHITECT.
B. MAINTAIN CONCRETE PAVING FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL. SWEEP PAVING NOT MORE THAN TWO DAYS BEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION INSPECTIONS.
-END OF SECTION-
B.
6 NOTES:
A.
3 4
5 5
4 CONCRETE PAVING1
2 3
1 2
1/4" FELT EXPANSION JOINT
1/2" X 12" LONG SPEED DOWEL AT
36" ON CENTER MAX., ONE SIDE
WITHIN SLEEVE FOR MOVEMENT AT
ALL EXPANSION JOINTS.
LEGEND:
COMPACTED SUBGRADE AT 95%
RELATIVE COMPACTION PER GEOTECH
REPORT
7SCORE LINE, SAW CUT AT 1/2 INCH
DEPTH TYPICAL
7 EXPANSION / CONTROL JOINT
3/16 RADIUS - 1/4" DEPTH TOOLED
EDGE
POLYURETHANE SEALANT
'SONNEBORN' SL-2 SLOPE
GRADE - CONFORM TO ASTM
C920 TYPE M - GRADE T
SEE LANDSCAPE CONSTRUCTION PLAN
FOR EXPANSION JOINT LOCATIONS
AT A MINIMUM PROVIDE EXPANSION
JOINTS FOR EVERY 400 SF OF
CONTIGUOUS CONCRETE PAVING
SECTION6
C.SAND DRESS ALL EXPANSION JOINTS.
COLOR TO MATCH ADJACENT CONCRETE.
PROVIDE SAMPLE OF SEALANT WITH SAND
APPLIED FOR APPROVAL.
3 DESIGN CRITERIA
1. DESIGN BUILDING CODE2022 CALIFORNIA BUILDING CODE
2. RISK CATEGORYII
3. SEISMIC DESIGN CRITERIA:
a. SEISMIC IMPORTANCE FACTOR, Ie1.00
b. SPECTRAL RESPONSE PARAMETER, SS1.742
c. SPECTRAL RESPONSE PARAMETER, S10.699
d. SITE CLASSD
e. DESIGN SHORT PERIOD ACCELERATION, SDS1.394
f. DESIGN 1-SEC ACCELERATION, SD1-
g. SEISMIC DESIGN CATEGORYD
4. WIND DESIGN CRITERIA:
a. BASIC WIND SPEED96 MPH
b. WIND EXPOSUREC
FOUNDATION
1. THE STRUCTURE WILL BE LOCATED ENTIRELY ON UNDISTURBED NATIVE SOIL. IF THE
BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY
BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGIC
REPORT, AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED.
2. THE ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN IS 1,500 PSF FOR GRAVITY LOADS AND 2,000 PSF FOR LOADS WHICH INCLUDE WIND OR SEISMIC LOADING ASSUMING CLASS 5 FOUNDATION MATERIAL PER TABLE 1806.2 OF THE 2022 CALIFORNIA BUILDING CODE:
REINFORCED CONCRETE
1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI.
2. MIX DESIGN REQUIREMENTS: MAXIMUM SLUMP SHALL BE 4" (MAXIMUM SLUMP OF 7" SHALL BE PERMITTED AFTER INTRODUCTION OF A WATER-REDUCING ADMIXTURE); MAXIMUM AGGREGATE SIZE SHALL BE 1"; MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45.
3. ALL REINFORCING STEEL AND DOWELS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
4. CURING: CONCRETE SHALL BE MAINTAINED AT A MINIMUM TEMPERATURE OF 50 DEGREES
FAHRENHEIT AND IN A MOST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. CURING SHALL BE PERFORMED IN ACCORDANCE WITH OF THE METHODS PRESCRIBED IN ACI 308. SEE SPECIFICATIONS FOR COMPLETE CURING REQUIREMENTS.
CONCRETE MASONRY
1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS IN CONFORMANCE WITH ASTM C90, f'm = 1500 PSI.
2. MORTAR SHALL BE TYPE S IN CONFORMANCE WITH ASTM C270.
3. GROUT SHALL CONFORM TO ASTM C476, AND SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. GROUT SHALL HAVE AN ADMIXTURE TO REDUCE SHRINKAGE.
4. ALL CELLS SHALL BE SOLID GROUTED.
5. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1 1/2" BELOW THE TOP OF THE UPPERMOST UNIT.
REINFORCING STEEL
1. NON-WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60.
WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A706.
2. WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY A.W.S. QUALIFIED WELDERS IN CONFORMANCE WITH A.W.S. D.14 USING E90 SERIES ELECTRODES UNLESS OTHERWISE NOTED ON DRAWINGS.
3. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS:
CONCRETE CAST AGAINST EARTH 3"
FORMED CONCRETE EXPOSED TO EARTH 2"
CONCRETE EXPOSED TO WEATHER 2"
4. BAR LAP SPLICE LENGTHS FOR BARS INSTALLED IN CONCRETE SHALL BE 48 BAR DIAMETERS UNLESS OTHERWISE NOTED ON THE DRAWINGS.
5. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.
SPECIAL INSPECTION AND TESTING
1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 2022 CALIFORNIA BUILDING CODE AND AS SUMMARIZED BELOW. THE OWNER SHALL EMPLOY A SPECIAL INSPECTION AGENCY APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. COPIES OF
ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD, STRUCTURAL ENGINEER OF RECORD, AND CITY BUILDING OFFICIAL IN A TIMELY MANNER.
2. THE SPECIAL INSPECTIONS IDENTIFIED ON THE PLANS ARE IN ADDITION TO, AND NOT A
SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR.
3. CONTINUOUS INSPECTION SHALL BE PROVIDED DURING THE PERFORMANCE OF WORK REQUIRING SPECIAL INSPECTION , UNLESS OTHERWISE NOTED. WHEN WORK IN MORE THAN
ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED
SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT
BE CONTINUOUSLY OBSERVED, IT SHALL BE THE RESPONSIBILITY OF THE AGENT TO
EMPLOY A SUFFICIENT NUMBER OF SPECIAL INSPECTORS TO ASSURE THAT ALL WORK IS CONTINUOUSLY INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS.
4. THE SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE CITY OF REDLANDS TO PERFORM THE CATEGORY OF SPECIAL INSPECTION SPECIFIED.
5. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST TWO (2) WORKING DAYS PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION.
6. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY FOR
CONSTRUCTION OF ITEMS LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN: (1) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; (2) ACKNOWLEDGEMENT THAT
CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; (3) PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION; (4) THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE SPECIAL INSPECTION REPORTS; AND (5)
IDENTIFICATION AND QUALIFICATIONS OF THE PERSON OR PERSONS EXERCISING SUCH CONTROL AND THEIR POSITION IN THE ORGANIZATION.
STRUCTURAL NOTES:
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
27 42
12/19/2023
Redlands Regular Meeting of 02-20-24
134 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
26 7'
2'-9"
PERSON AT 6'-0"
4'-6" SQ.
SECTION
3'-6"
PLAN
NOTES:
A.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND
MATERIAL SAMPLES TO LANDSCAPE ARCHITECT FOR
APPROVAL PRIOR TO FABRICATION OF PLAQUE AND
MONUMENT.
B.CONTRACTOR SHALL COORDINATE WITH LANDSCAPE
ARCHITECT TO OBTAIN DIGITAL ARTWORK FILE FOR
FABRICATION. ELEVATION FACING 9TH STREET
3'-6" 12'
1' TYP.
ENLARGEMENT
1'
6"
6"
12"
6"
7" TYP.
12"
8"
1'-4"
6"
3'
2'
GATEWAY SIGN
5 6
7 1
1 3
4 8
9 10
11 12
13 20'
13 14
15 16
17 13
1 9
8 2'
6" 7" TYP. 1' TYP.
8"
8" 2'
3'-6"2'
PLAN
EQ.
EQ.
15 16 147
PLAN
1' TYP.
C
1' TYP.
13 L32"
9'
AT FINISH GRADEAT FINISH GRADE
CL
6"
3"
2 6"
ENAMEL PLAQUE ENLARGEMENT & SECTION
1 2
CONTRACTOR TO
SELECT STONES
WITH STRAIGHT
NATURAL EDGES
AROUND ENAMEL
SIGN.
CONTRACTOR
SHALL NOT SAW
CUT STONE
VENEER TO FIT
AROUND ENAMEL
SIGN
LEGEND:
1 2
3 4
FINISH CAP SURFACE FOR POSITIVE DRAINAGE AND
PREVENT PONDING
5 CONCRETE FOOTING6
7 #3 REBAR TIE AT 8" O.C.8
(4) #5 REBAR, VERTICAL AT EACH CORNER WITH STANDARD
HOOKS INTO FOOTING
9 ADJACENT FINISHED GRADE10
COMPACTED SUBGRADE AT 95% PER SOILS REPORT11
(6) #5 REBAR AT EACH WAY, EVENLY SPACED TOP AND BOTTOM
WITH 3" MINIMUM CLEAR ABOVE COMPACTED BASE
12 8" X 8" ROUGH SAWN REDWOOD, NO. 1 GRADE13
12" X 6" X 1'-8" LONG ROUGH SAWN REDWOOD, NO. 1 GRADE14 6" X 6" X 2'-8" LONG ROUGH SAWN REDWOOD, NO. 1 GRADE,
NOTCH 1" AND FASTEN TO BEAM WITH WOOD GLUE AND 1/2"
DIAMETER HOT-DIPPED GALVANIZED ASTM A307 LAG
SCREW WITH 4" MINIMUM EMBEDMENT INTO ITEM 16
15 12" X 6" X 20'-0" LONG ROUGH SAWN REDWOOD, NO. 1 GRADE16 (2) 1" DIAMETER HOT-DIPPED GALVANIZED ASTM A307
THRU-BOLT WITH HOT-DIPPED GALVANIZED PLATE
WASHERS AND NUTS
17 1
NATURAL STONE VENEER
2 GRANITE PLAQUE WITH ENGRAVED AND PAINTED TEXT.
2-1/2" CAPITALS & 2" HT. LARGE TEXT, FONT 'FELIX TITLING.' 3 4: DESCRIPTIVE TEXT, FONT 'CALIFORNIA FB.'
1 2" FUNDING TEXT, FONT 'CALIFORNIA FB.'
EPOXY IN PLACE.SEE DETAIL 3/LC-2.2
4 MORTAR SETTING BED
3 GROUT WITH 6X6 W2.1 WELDED WIRE MESH
7 24" SQUARE COLUMN, 8"X8"X16" CMU BLOCK SOLID FILL
BLOCKS AND COLUMN INTERIOR
CMU
6x6 W2.1 WELDED WIRE MESH
GROUT
3/16" x 2" TAPCON SCREW
HOHMANN & BARNARD HDG
345-BT FLEXIBLE TIE (3/16" TIE
DIA) @ 16" MAX HORIZONTAL AND
24" MAX VERTICAL SPACING
(VARY LENGTHS TO ENGAGE
WELDED WIRE MESH)
GROUT ANCHOR ENLARGEMENT & SECTION
1 LANDSCAPE CONSTRUCTION DETAILS
LC-2.3
17/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
28 42
12/19/2023
Redlands Regular Meeting of 02-20-24
135 of 923
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIDETAIL
HUNTER MP CORNER PROS-12-PRS30-CV-R 30
SHRUB ROTATOR, 12" POP-UP WITH CHECK
VALVE, PURPLE CAP, PRESSURE REGULATED
TO 30 PSI, MP ROTATOR NOZZLE.
T=TURQUOISE ADJ ARC 45-105 ON PRS30 BODY.
HUNTER MP STRIP PROS-12-PRS30-CV-R 30
SHRUB ROTATOR, 12" POP-UP WITH FACTORY
INSTALLED CHECK VALVE, RECLAIMED BODY
CAP, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE. LST=IVORY LEFT STRIP,
SST=BROWN SIDE STRIP, RST=COPPER RIGHT
STRIP ON PRS30 BODY.
HUNTER MP1000 PROS-12-PRS30-CV-R 30
SHRUB ROTATOR, 12" POP-UP WITH CHECK
VALVE, PURPLE CAP, PRESSURE REGULATED
TO 30 PSI, MP ROTATOR NOZZLE. M=MAROON
ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270
ARC, O=OLIVE 360 ARC ON PRS30 BODY.
HUNTER MP2000 PROS-12-PRS30-CV-R 30
SHRUB ROTATOR, 12" POP-UP WITH FACTORY
INSTALLED CHECK VALVE, RECLAIMED BODY
CAP, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210,
G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS30 BODY.
HUNTER RZWS-18-CV 30
18" LONG RZWS WITH INSTALLED .50GPM
BUBBLER, CHECK VALVE, 1/2" SWING JOINT FOR
CONNECTION TO 1/2" PIPE
RAIN BIRD 1804-NP-1300AF FLOOD 30
FLOOD BUBBLER 4.0" POP-UP, WITH A PA-80
ADAPTER. WITH NON-POTABLE PURPLE CAP.
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAIL
RAIN BIRD XCZ-150-PRB-COM
HIGH FLOW CONTROL ZONE KIT, FOR LARGE
COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE
WITH TWO 1" PRESSURE REGULATING (40PSI)
QUICK-CHECK BASKET FILTERS. FLOW RANGE:
15-40GPM.INSTALL WITH LEMA 1600 HE AND
30-921/ 30-926 SOLAR SOLENOID ADDAPTOR.
RAIN BIRD MDCFPCAP
DRIPLINE FLUSH VALVE PURPLE CAP IN
COMPRESSION FITTING COUPLER. FOR
NON-POTABLE WATER USE.
NETAFIM 65ARIA075
3/4" MALE PIPE THREAD GUARDIAN AIR/VACUUM
RELIEF VENT. INSTALL IN SUBSURFACE
SYSTEMS. ON SLOPING TERRAIN TO PREVENT
COLLAPSING OF PIPES. UV RESISTANT.
MAXIMUM PRESSURE: 150 PSI.
AREA TO RECEIVE DRIPLINE
NETAFIM TLRW-06-18 (18)
TECHLINE RW LANDSCAPE DRIPLINE WITH
PURPLE STRIPE FOR NON-POTABLE WATER
APPLICATIONS. 0.6GPH EMITTERS AT 18.0" O.C.
DRIPLINE LATERALS SPACED AT 18.0" APART,
WITH EMITTERS OFFSET FOR TRIANGULAR
PATTERN. DESIGNED FOR RECLAIMED WATER
USE ONLY.
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAIL
RAIN BIRD PESB-PRS-D
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW
FLOW OPERATING CAPABILITY, GLOBE
CONFIGURATION. WITH PRESSURE
REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN
DIRTY WATER IRRIGATION APPLICATIONS.
INSTALL WITH LEMA 1600 HE AND 30-921/ 30-926
SOLAR SOLENOID ADDAPTOR.
NELSON 7645
1" BRASS QUICK COUPLER VALVE WITH ACME
THREADS FOR SLOW FLOW CONTROL, WITH
LOCKING RUBBER COVER AND PURPLE CAP
WITH RECLAIMED WATER WARNING.
GRISWOLD ISOLATOR BV
BRASS DWS VALVE WITH BALL VALVE. SIZES
1/2" THROUGH 2-1/2", SAME SIZE AS IRRIGATION
LINE. 100 MESH STAINLESS STEEL STRAINER
AND PACKING GLAND BALL VALVE ARE IDEAL
FOR DIRTY WATER APPLICATIONS.
7/LI-2.1
1/LI-2.0
6/LI-2.1
2/LI-2.0
4/LI-2.0
7/LI-2.0
5/LI-2.0
5/LI-2.1
7/LI-2.1
2/LI-2.1
NIBCO T-113-K
LINE SIZE GATE SHUT-OFF VALVE-CLASS 125
BRONZE WITH PURPLE CROSS HANDLE, SAME
SIZE AS MAINLINE PIPE DIAMETER AT VALVE
LOCATION. SIZE RANGE - 1/4" - 3"
GRISWOLD 2030KRE 1-1/2"
1-1/2" LOW POWER SOLENOID, NORMALLY
CLOSED MASTER VALVE. PURPLE HANDLE FOR
RECLAIMED WATER WITH EPOXY COATING.
CAST IRON AND BRONZE MATERIAL. NPT END
CONNECTION. INSTALL WITH LEMA 1600 HE AND
30-921 SOLAR POWER SOLENOID ADDAPTOR.
FEBCO 825YA 2"
REDUCED PRESSURE BACKFLOW PREVENTER
WITH SMOOTH TOUCH STRONGBOX STAINLESS
STEEL ENCLOSURE BY V.I.T. PRODUCTS, INC.
MODEL: SBBC-45SS & CR.
DIG LEIT XRC28
28 STATION SOLAR POWERED CONTROLLER
PLUS MV/P WITH LEIT MULTI-PRO REMOTE
HANDSET. INSTALL WITH AND MCOLXL 51”
MOUNTING COLUMN, LEIT KEY, AND SKIT RAIN
SENSOR ADAPTOR. ALL REMOTE CONTROL
VALVES AND MASTER VALVE TO BE INSTALLED
WITH LEMA 1600HE MICROPOWER SOLENOID
AND SOLENOID ADAPTOR PER MANUFACTURER
RECOMMENDATIONS. AVAILABLE THROUGH DIG
CORPORATION (800)-322-9146.
WATER METER 1-1/2"
METER LOCATION: CHURCH STREET
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
AND CLASS 315
PIPE SLEEVE: PVC SCHEDULE 40
C
2/LI-2.1
3/LI-2.1
3/LI-2.0
1/LI-2.1 1-1/2"
6/LI-2.0
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIDETAIL
27 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 75 PSI AT CITY METER. SYSTEM IS DESIGNED FOR POTABLE WATER WITH 'PURPLE' COMPONENTS FOR FUTURE RECYCLED WATER CONVERSION. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES TO THE OWNER'S REPRESENTATIVE.
WATER COMPANY: MUED (CITY OF REDLANDS MUNICIPAL UTILITIES & ENGINEERING DPT) PHONE: (909) 798-7698
ELECTRICAL UTILITY: SCE (SOUTHERN CALIFORNIA EDISON)
PHONE: (800) 655-4555
2. CONTRACTOR WILL BE RESPONSIBLE FOR ANY CITY BUILDING PERMITS OR ENCROACHMENT EASEMENT PERMITS NECESSARY FOR WORK.
3. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES.
4. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATIC ALLY FOR CLARITY. LOCATE ALL PIPING, VALVES,
AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB,
TYPICAL
5. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE RESIDENT
ENGINEER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE.
6. EXISTING AUTOMATIC IRRIGATION CONTROLLER TO BE UPGRADED TO 200 STATION. CONTRACTOR TO UPGRADE WITH ASSISTANCE FROM IRRIGATION CONTROLLER CONSULTANT NOTED ON PLAN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF ALL FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. CONTRACTOR TO ENSURE SERVICE TO EXISTING PLANTING AREAS IS CONTINUAL DURING UPGRADE.
7. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED.
8. USE TWO WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS.
9. PROVIDE PULL BOXES FOR CONTROL WIRING AT ALL CHANGES IN DIRECTION GREATER THAN FORTY-FIVE (45) DEGREES AND WHERE WIRE RUNS EXCEED TWO HUNDRED FEET (200') IN LENGTH.
WIRE SPLICES SHALL BE MADE IN PULL BOXES OR CONTROL VALVE BOXES ONLY.
10. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS.
11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS.
12. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE.
13. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL IRRIGATION SHOWN ON DRAWINGS WHEN IN-FIELD
OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSION INTERFERE WITH PLAN LAYOUT. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNERS REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY.
14. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN. BEFORE THE TIME
OF FINAL INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE PRINTS TO A SET OF REPRODUCIBLE DRAWINGS, PROCURED FROM THE CITY. ALL WORK SHALL BE NEAT AND LEGIBLE.
15. INSTALL IRRIGATION HEADS IN SHRUB AREAS 1" MIN. FROM WALKS AND HARDSCAPE AREAS.
16. LATERAL LINE END RUNS SHALL BE 3/4" UNLESS OTHERWISE NOTED.
17. ALL CONTROL VALVES SHALL BE MANIFOLD AND GROUPED IN GENERAL AREAS SHOWN ON THE PLAN.
VALVES SHALL BE LOCATED IN PLANTING AREAS AND IMMEDIATELY ADJACENT TO WALKS, CURBS, OR PAVING AREAS AND SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS AND TRAIL.
18. CONTRACTOR SHALL INSTALL A SPARE CONTROL WIRE AT EACH VALVE MANIFOLD LOCATION UNLESS OTHERWISE NOTED ON THE PLAN. PULL WIRE INTO VALVE BOX AND COIL FOR FUTURE USE.
19. IRRIGATION LINES SHALL BE INSTALLED IN PLANTING AREAS WHERE EVER FEASIBLE AND WITHIN 12" OF PLANTING AREA EDGES UNLESS SHOWN OTHERWISE.
20. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION.
CONTROL VALVE BOXES SHALL BE LABELED CONSECUTIVELY 1,2,3,ETC QUICK COUPLER VALVE BOXES SHALL BE LABELED "QCV"
STUB OUT BOXES SHALL BE LABELED "SO"
EXTRA CONTROL WIRE BOXES SHALL BE LABELED "LVW"
FLOW SENSING CABLE BOXES SHALL BE LABELED "COM"
21. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL.
22. CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE PRIOR TO ANY TRENCHING OPERATIONS
TO DISCUSS TRENCHING OPERATIONS AROUND TREES AND PLANT MATERIAL TRIMMING REQUIREMENTS.
23. IF NEEDED; ONLY A LICENSED CERTIFIED ARBORIST WILL BE ALLOWED TO TRIM EXISTING PLANT MATERIAL PRIOR TO COMMENCEMENT OF TRENCHING OPERATIONS NEAR TREES. CONTRACTOR SHALL GIVE CONSTRUCTION MANAGER TWO WEEKS NOTICE PRIOR TO TRENCHING.
24. WHERE TRENCHING NEAR TREE ROOTS, TAKE EXTREME CAUTION.
NOTIFY CITY LANDSCAPE INSPECTOR WHEN TRENCHING OPERATIONS HAVE SEVERED TREE ROOTS GREATER THAN THREE INCHES IN DIAMETER.
25. CONTRACTOR TO BACKFILL AND COMPACT TRENCHES. TOP 4" OF TRENCH BACKFILL SHALL BE WITH AMENDED TOPSOIL. GRADE TRENCH LINES TO MATCH GRADE WITH SURROUNDING PLANTING AREAS.
26. CONTRACTOR SHALL REMOVE AND DISCARD DAILY ALL PIPING DISTURBED DURING TRENCHING OPERATION.
Know what'sbelow.
before you dig.Call
R
AT LEAST TWO DAYS
BEFORE YOU DIG
NOTES:
1. ALL PROPOSED TREES TO RECEIVE BUBBLER
IRRIGATION. ALL PROPOSED SHRUB AREAS TO
RECEIVE DRIP IRRIGATION.
2. THE PROJECT IS CONNECTED TO A POTABLE WATER
SOURCE, BUT CITY REQUEST TO PROVIDE 'PURPLE'
COMPONENTS FOR FUTURE RECYCLED WATER
SYSTEM IF / WHEN IT WILL BE MADE AVAILABLE.
1. ALL ON-SITE IRRIGATION IMPROVEMENTS SHOWN ON THESE PLANS ARE PART OF A NON-POTABLE WATER DISTRIBUTION SYSTEM. NO CONSTRUCTION WILL BE ALLOWED UNTIL ALL APPROVALS HAVE BEEN OBTAINED.
2. CROSS CONNECTIONS BETWEEN POTABLE AND NON-POTABLE WATER LINES ARE STRICTLY PROHIBITED.
3. USE OF NON-POTABLE WATER SHALL ADHERE TO CURRENT RULES, REGULATIONS AND SPECIFICATIONS OF THE CITY.
4. UNLESS OTHERWISE DIRECTED BY THE CITY, A 4-FOOT HORIZONTAL AND 1-FOOT
VERTICAL SEPARATION BETWEEN POTABLE WATER AND CONSTANT PRESSURE NON-POTABLE WATER LINES SHALL BE MAINTAINED AT ALL TIMES. THE POTABLE LINES SHALL BE INSTALLED ABOVE THE NON-POTABLE LINES.
5. WHERE POTABLE LINES AND CONSTANT PRESSURE NON-POTABLE WATER LINES CROSS,
THE NON-POTABLE WATER LINE SHALL BE INSTALLED BELOW THE POTABLE WATER LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE. THE SLEEVE SHALL EXTEND 10-FEET ON EITHER SIDE OF THE POTABLE LINE, FOR A TOTAL OF 20-FEET.
6. A MINIMUM VERTICAL SEPARATION OF 12 INCHES SHALL BE MAINTAINED BETWEEN UTILITIES AT ALL TIMES.
7. HOSE BIBS ARE STRICTLY PROHIBITED ON NON-POTABLE WATER SYSTEMS.
8. ALL SPRAY HEADS, VALVE BOXES, AND A MINIMUM OF TWO QUICK COUPLER VALVES, ONE
AT THE FURTHEST POINT OF CONNECTION, SHALL BE CLEARLY COLOR CODED (PURPLE) TO INDICATE THE USE OF NON-POTABLE WATER.
9. NON-POTABLE WATER LINES SHALL NOT CROSS ROADS, STREETS, OR EASEMENTS UNLESS SPECIFICALLY SHOWN ON THESE PLANS.
10. ALL PRESSURE LINES SHALL BE TESTED WITH HYDROSTATIC PRESSURE AS REQUIRED IN
THE CITY STANDARD SPECIFICATIONS AND ALL NON-PRESSURE LINES SHALL BE TESTED WITH THE EXISTING STATIC LINE PRESSURE. NO LEAKS SHALL BE ALLOWED.
CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. THESE TESTS
SHALL BE WITNESSED BY A REPRESENTATIVE OF THE CITY WHICH WILL INCLUDE THE DESIGNATED CITY CONSTRUCTION INSPECTOR AT A MINIMUM.
11. PRIOR TO SITE ACCEPTANCE, A CROSS-CONNECTION SHUTDOWN TEST WILL BE
CONDUCTED BY THE CITY
12. PRIOR TO ENERGIZING THE ON-SITE SYSTEM WITH WATER, ONE (1) COMPLETE SET OF LAMINATED CONTROLLER CHARTS SHALL BE PROVIDED TO THE CITY.
13. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT, SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS “NON-POTABLE WATER USED FOR IRRIGATION” WITH A:
“DO NOT DRINK SYMBOL” WITH WORDS IN ENGLISH AND SPANISH. ALONG WITH A SYMBOL OF THE CITY. WITH WHITE LETTERS AT LEAST 1 INCH HIGH ON A PURPLE, PANTONE 512 BACKGROUND. THE SIGN SHALL BE PLACED IN INTERVALS AS DESIGNATED BY THE CITY
AND IN AREAS READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT.
14. THE CONTRACTOR SHALL ENSURE ALL SPRINKLER HEADS ARE ADJUSTED FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. CONDITIONS THAT CAUSE OVERSPRAYS, PONDING, OR RUNOFF SHALL BE ELIMINATED. ADJUST AND DESIGN SYSTEMS TO AVOID THESE CONDITIONS.
15. FAILURE TO COMPLY WITH THE CITY'S RULES AND REGULATIONS IS A VIOLATION AND
COULD RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN.
16. WHEN NON-POTABLE WATER BECOMES AVAILABLE, AN ON-SITE USER/SUPERVISOR SHALL
BE DESIGNATED IN WRITING AND ATTEND A RECYCLED WATER SITE SUPERVISOR TRAINING THROUGH A CITY APPROVED TRAINING COURSE. THIS INDIVIDUAL SHALL BE
FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS
OF BACKFLOW/CROSS CONNECTION PROTECTION, APPLICABLE RULES AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF A NON-POTABLE WATER SYSTEM.
17. BEST MANAGEMENT PRACTICES SHALL BE USED TO ENSURE NON-POTABLE WATER USER
SITE COMPLIANCE AND SHALL INCLUDE, BUT NOT LIMITED TO, ELIMINATING OR CONTROLLING PONDING, RUN-OFF, OVER-SPRAY AND MISTING.
18. NON-POTABLE WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE
ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES).
19. SIGNS SHALL BE POSTED AT LEAST 4' FEET FROM THE GROUND IN A LOCATION THAT IS VISIBLE TO THE PUBLIC, IN A SIZE NO LESS THAN 6 INCHES WIDE BY 8 INCHES TALL, THAT INCLUDE THE FOLLOWING WORDING : "NON-POTABLE WATER IN USE - DO NOT DRINK - WASH HANDS AFTER CONTACT" IN BOTH ENGLISH AND SPANISH. EACH SIGN SHALL DISPLAY AN INTERNATIONAL SYMBOL FOR “DO NOT DRINK”. EXAMPLE SIGNAGE PROVIDED BELOW. REQUEST FOR A VARIANCE SHALL BE APPROVED PRIOR TO INSTALLATION.
20. UPON FINAL ACCEPTANCE, ANY FUTURE MODIFICATIONS TO THE IRRIGATION SYSTEM MUST BE APPROVED BY THE CITY PRIOR TO THE START OF CONSTRUCTION.
21. ALL APPURTENANCES AND PIPING MUST BE INSTALLED PER REQUIREMENTS OF THE CITY OF REDLANDS RECYCLED WATER GUIDELINES.
22. PHYSICAL SEPARATIONS SHALL BE PROVIDED BETWEEN AREAS OF IRRIGATION WITH NON-POTABLE WATER AND ANY ADJACENT POTABLE WATER USE. SEPARATION SHALL BE
IN THE FORM OF CONCRETE MOW CURB, FENCES, OR EQUIVALENT AS APPROVED BY THE CITY OF REDLANDS.
23. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS, INCLUDING FIRE MAINS AND ANY AUXILIARY WATER SOURCES, MUST BE SHOWN ON PLANS.
24. AS BUILT LANDSCAPE PLANS WILL BE PROVIDED TO THE CITY ALONG WITH A PDF AND THE COMPLETION AND ACCEPTANCE OF THE PROJECT.
25. A SYMBOLS AND ABBREVIATIONS LEGEND IS INCLUDED AND FOLLOWS INDUSTRY STANDARDS AND ALL ITEMS ARE CLEARLY IDENTIFIABLE AND LABELED. (SEE EXAMPLE
PROVIDED BELOW)
GENERAL IRRIGATION NOTES:CITY OF REDLANDS NON-POTABLE WATER NOTES:IRRIGATION EQUIPMENT LEGEND:
IRRIGATION LEGEND AND NOTES
LI-1.0
18/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
NON-POTABLE WATER SIGNAGE EXAMPLE
PHOTO COURTESY OF:
https://www.google.com/search?q=RECYCLED+WATER+SIGN
&hl=en&sxsrf=ACYBGNRNwWGNASCzqw54bEqkriiH5haXdg:
1576796981667&source=lnms&tbm=isch&sa=X&ved=2ahUKE
wi3jea_6sLmAhUQvJ4KHasqDNUQ_AUoAXoECAwQAw&biw=
1920&bih=969#imgrc=1lXhbF47-qOSoM:
SYMBOLS AND
ABBREVIATIONS
EXAMPLE
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
29 42
12/19/2023
Redlands Regular Meeting of 02-20-24
136 of 923
7TH STREET
REDLANDS BLVD.
HATFIELD BUICK
THE DOOR CHRISTIAN FELLOWSHIP
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
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 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 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 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 X X
20'
20'
27'
27'
1 34.6 112"
2 17.6 112"
3 13.2 112"
4 10.5 112"
2" " 1
" 1 " 1 " 1
" 1
4 11"
4 11"
4 11"4 11"
" 1
4 11" "14 11"
2"
2 11"
4 11"
" 1" 1
" 1
" 1
4 11"
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING WALL
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING WALL LC
RIGHT-OF-WAY
PROPERTY LINE
THE REDLANDS MILL (OFFICE SPACE)
28 X X
X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
MATCHLINE SEE SHEET LI-1.2
IRRIGATION PLAN
LI-1.1
19/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
30 42
12/19/2023
Redlands Regular Meeting of 02-20-24
137 of 923
9TH ST.
ZANJA CHANNEL;
NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
X X
X X X
LIMIT OF WORK
X X
X X X
A B
B
B
B
B
B
A A
A
A
A
X
X
X
X
X
X
X X X X X X X X X X
X X X X X
XXXXXXXX
XXX
XXX
10'
20'
25'
25'
20'
20'
25'
25'
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;
NOT IN SCOPE
X X
X X X
LIMIT OF WORK
LIMIT OF WORK
4 11"
2 11"
5 24.2 112"
6 30.4 112"
7 19.3 112"
" 1
8 4.78 112"
" 1
" 1
" 1
" 1
" 1
4 11"
" 1
" 1
4 11"
4 11"
2 11"
2 11"
"1
2 11"
"1
" 1" 1
" 1
" 1
" 1
" 1
2 11"
" 1
" 1
" 1" 1
" 1
"1
" 1
" 1
" 1
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE
RIGHT-OF-WAY
LC
NUMBERMODELSIZETYPEGPMPSIPSI @ POC
1RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE34.57 37.3 66.1 2RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER17.6 38.1 55.9
3RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER13.2 40.3 56.3
4RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE10.51 17.8 32.9 5RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER24.2 34.7 54.7
6RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY30.4 34.7 58.2 7RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY19.33 35.1 53.1 8RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE4.78 15.5 29.6 9RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER46.2 35.6 63.1
10RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER48.4 40.5 63.8
11RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY29.57 36.5 53.0 12RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY31.07 39.3 56.2 13RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY11.6 35.2 49.3 14RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY30.22 39.3 56.1 15RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER15.4 35.5 50.1
VALVE SCHEDULE
29 MATCHLINE SEE SHEET LI-1.1
MATCHLINE SEE SHEET LI-1.3
X X
X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
IRRIGATION PLAN
LI-1.2
20/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
31 42
12/19/2023
Redlands Regular Meeting of 02-20-24
138 of 923
10'5'-6"
SBCFCD R.O.W.
DG PATH
LANDSCAPE
SWALELANDSCAPE
2.0% MAX.
10:1 MAX.
3:1 MAX.
12'2'-6"
7'-3"
SWALE
3'-5"
LAND
SCAPE
4" MIN.
1.0% MIN.
2'-9"
2.0% MAX.
12'
STABILIZED
PATH1.0% MIN.
7'-6"
LANDSCAPE
5'
SWALE
4" MIN.
5'16'
LANDSCAPE
15'-6"
SWALE
6" MIN.
DEPTH
ZANJA CHANNEL;NOT IN SCOPE
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
BB
B
B
B
B
CHURCH ST.
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;NOT IN SCOPE
2 21"
C
INSTALL RAIN SENSOR
CLEAR OF TREE DRIP LINE
ADJACENT TO FENCE FOR
PROTECTION
P.O.C
2 21"
2" 2"
9 46.2 112"
2 11"
2 21"
2"
2"
2"
4 11"
" 1
" 1
4 11"
4 11"
4 11"
4 11"
" 1
10 48.4 112"
11 29.6 112"
12 31.1 112"
13 11.6 112"
14 30.2 112"
2"
" 1
4 11"
" 1
" 1
2"
4 11"
2 11"
"1
2 11"
2 11"
2 11"
4 11"
" 1
" 1
4 11"
2 11"
2"
2"
2"
EXTEND SLEEVE
FOR FUTURE
IRRIGATION
CONNECTION
"1
" 1
2 21"
" 1
4 11"
" 1
4 11"
2 11"
15 15.4112"
4 11"
2 11"
" 1
2 11"
2"
4 11" " 1
2"
2 21"
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE
LC
RIGHT-OF-WAYLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
IRRIGATION METER
SERVICE LINE, SEE CIVIL
PLANS FOR ADDITIONAL
INFORMATION
EXTEND SLEEVE
FOR FUTURE
IRRIGATION
CONNECTION
Generated:2023-07-25 14:45
P.O.C. NUMBER: 01
Water Source Information: METER LOCATION: church street
FLOW AVAILABLE
Water Meter Size:1-1/2"
Flow Available70.55 GPM
PRESSURE AVAILABLE
Static Pressure at POC:75 PSI
Elevation Change:5.00 ft
Service Line Size:2"
Length of Service Line:20 ft
Pressure Available:72 PSI
DESIGN ANALYSIS
Maximum Station Flow:48.4 GPM
Flow Available at POC:70.55 GPM
Residual Flow Available:22.15 GPM
Critical Station:1
Design Pressure:15 PSI
Friction Loss:2.3 PSI
Fittings Loss:0.22 PSI
Elevation Loss:3.9 PSI
Loss through Valve:15.9 PSI
Pressure Req. at Critical Station: 37.3 PSI
Loss for Fittings:1.14 PSI
Loss for Main Line:11.4 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow:12.0 PSI
Loss for Master Valve:1.76 PSI
Loss for Water Meter:2.53 PSI
Critical Station Pressure at POC: 66.1 PSI
Pressure Available:72 PSI
Residual Pressure Available: 5.92 PSI
CRITICAL ANALYSIS
30 MATCHLINE SEE SHEET LI-1.2
X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
IRRIGATION PLAN
LI-1.3
21/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
32 42
12/19/2023
Redlands Regular Meeting of 02-20-24
139 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
NOT FOR CONSTRUCTION
31 FUTURE RECYCLED WATER SYSTEM:
THE PROJECT IS CONNECTED TO A POTABLE
WATER SOURCE, BUT CITY REQUEST TO
PROVIDE 'PURPLE' COMPONENTS FOR FUTURE
RECYCLED WATER SYSTEM IF / WHEN IT WILL BE
MADE AVAILABLE. WITH EXCEPTION OF THE
BACKFLOW; PROVIDE "PURPLE" BOX COVER,
HANDLE, AND TAG, FOR VALVES AND "PURPLE"
WATER SOURCE LINES, TYPICAL.
1/2-INCH MALE NPT INLET (INCLUDED)
1/2-INCH 90-DEGREE ELBOW (INCLUDED)
1/2-INCH PVC SCH 80 NIPPLE (INCLUDED)
4-INCH BASKET WEAVE CANISTER (INCLUDED)
PURPLE LATERAL PIPE
FINISH GRADE
PURPLE PVC SCH 40 TEE OR EL
BUBBLER: 0.50 GPM (INCLUDED)
1 3
2 4
5 6
7 8
10 9
12 11
9 121110
5 6
7 8
14 3 2
4-INCH PURPLE GRATE (INCLUDED)
ROOT WATERING SYSTEM (INCLUDES 0.50
GPM BUBBLER WITH RISER, PURPLE
GRATE, SWING ASSEMBLY, 1/2" MALE NPT
INLET, AND BASKET CANISTER)
OPTIONAL PEA GRAVEL OR RWS SAND
SOCK (RWS-SOCK) FOR SANDY SOILS.
SEE IRRIGATION LEGEND.
12-INCH SWING ASSEMBLY
(INCLUDED)
LEGEND:
NOTE:
RECYCLED WATER DEEP ROOT WATERING SYSTEM
INSTALL DEEP ROOT SYSTEM(S) PER
MANUFACTURES SPECIFICATIONS.
A.
1 SECTION
PLAN
12345
9 6
10 11
121315 14
78 962
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 PURPLE VALVE BOX WITH COVER PER
IRRIGATION SPECIFICATIONS
WATERPROOF CONNECTION, TYPICAL
VALVE ID TAG
30-INCH LINEAR LENGTH OF WIRE, COILED
PRESSURE REGULATING FILTER PER
MANUFACTURER'S RECOMMENDATIONS
PVC SCH 40 FEMALE ADAPTOR
PURPLE LATERAL PIPE
REMOTE CONTROL VALVE AS SPECIFIED ON
IRRIGATION LEGEND
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN)
AND PVC SCH 40 ELL)
PVC SCH 40 TEE OR ELL
PVC MAINLINE
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED
GRAVEL
FINISH GRADE
TYPICAL DRIP CONTROL VALVE KIT FOR RECYCLED WATER
LEGEND:
15 A. ALL THREADED PIPE CONNECTIONS WILL BE
SEALED WITH OVERLAPPING WRAPS OF TEFLON
TAPE AS REQUIRED TO PREVENT LEAKAGE.
B. WIRE CONNECTORS WILL BE K.B. "ONE-STEP"
PRE-FILLED TAN OR EQUAL.
C. DIRECT BURIAL COMMON AND CONTROL WIRES
WILL BE COILED TO PROVIDE 12" EXPANSION
COILS INSIDE VALVE BOX.
D. PROVIDE EXPANSION COILS AT EACH WIRE
CONNECTION IN VALVE BOX. (WRAP AROUND 1/2"
PIPE 15 TIMES-REMOVE PIPE)
E. ALL RECYCLED WATER VALVES SHALL HAVE
SIGNAGE ATTACHED TO VALVE STATING "DO NOT
DRINK," PER WATER DISTRICT AND HEALTH
DEPARTMENT REQUIREMENTS.
F. INSTALL WITH 1600 HE MICRO POWER SOLENOID
AND SOLENOID ADAPTER FOR SOLAR POWERED
CONTROLLER.
NOTES:
2 EXHAUST
HEADER
SUPPLY
HEADER.
CHECK LONGEST
LATERAL AGAINST
MAXIMUM LENGTH
OF SINGLE LATERAL
TABLE.
TOTAL THE
COMBINED LENGTH
OF THESE
LATERALS AND
COMPARE IT
AGAINST THE
MAXIMUM LENGTH
OF SINGLE
LATERAL TABLE.BRANCHING OUT
LATERALS
JOINING LATERALS
AREAS: TRIANGULAR
IRREGULAR
PVC MAINLINE.
DRIPLINE SPACING AS
NOTED.
CENTER FEED EXAMPLE END FEED EXAMPLE
MANUAL LINE FLUSHING
VALVE PLUMBED TO PVC
OR POLY LINE, AS NOTED.
TYPICAL TECHLINE TUBING
LATERALS WITH EMITTER
SPACING AS NOTED. TIE
DOWN STAKE AT ALL TEES,
ELLS, AND AT 5' O.C. AT CLAY,
4' O.C. AT LOAM, OR 3' O.C. AT
SAND.
DRIP VALVE / FILTER /
REGULATOR.
1 2" POLYETHYLENE OR PVC
HEADER.
TYPICAL OFFSET
2" FROM
HARDSCAPE, 4"
FROM PLANTED
AREA.
TYPICAL START CONNECTION
SXSXT TEE W/ TECHLINE MALE
ADAPTER.
TYPICAL LATERAL
PIPE FROM VALVE
ASSEMBLY, SIZE PER
PLANS.
TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROM
PLANTED AREA.
WATER SOURCE: DRIP VALVE OR
LATERAL FROM VALVE.
TYPICAL SUPPLY HEADER.
TYPICAL TECHLINE DRIPPER LINE TUBING TO
BE BURIED 1" BELOW FINISH GRADE.
TYPICAL PVC OR POLY SUPPLY OR EXHAUST HEADER
TO BE BURRIED MIN 12" BELOW GRADE.
MANUAL LINE FLUSING VALVE
PLUMBED TO PVC OR POLY.
LAYOUT
ISLAND
IRREGULAR AREAS: ODD CURVESSLOPE FEED LAYOUT
54" MAX.
ELEVATION
CHANGE
MANUAL LINE FLUSHING VALVE.
TECHLINE CV LATERAL TUBING.
LATERALS PARALLEL TO THE
CONTOURS OF THE SLOPE.
PVC EXHAUST HEADER.
TOE OF
SLOPE.
TOP OF SLOPE.
PVC SUPPLY
HEADER.
REMOTE CONTROL
VALVE ASSEMBLY.
BOTTOM 13 OF SLOPE:
CONVENTIONAL SPACING
PLUS 25%
TOP 13 OF
SLOPE:
CONVENTIONAL
SPACING.
TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
TECHLINE CV FLOW PER 100 FEET
TYPICAL DRIPLINE REQUIREMENTS4
1 3
FIP X FIP SCH. 40 PVC ELL
PURPLE PVC LATERAL LINE PIPE
1 3
5 4 5
2 4
6 5 2
47 8
9 10
BRASS QUICK DISCONNECT
FINISH GRADE
PVC BALL VALVE (FIP X FIP)
MIP X FIP SCH. 40 PVC ELL
10 8 79
6 NOTE:
A. WHEN FLUSHING THE SYSTEM,
CONNECT HOSE TO BRASS
QUICK DISCONNECT AND
DIRECT TO NEAREST
LANDSCAPE AREA.
RECYCLED WATER FLUSH VALVE ASSEMBLY
SLIP X MIPT SCH. 40
PVC FITTING
3/4" CRUSHED GRAVEL
SUMP (1 CU. FT.)
SCH 40 PURPLE PVC PIPE
LENGTH AS REQUIRED
10" ROUND PURPLE VALVE BOX
BRAND 'FLUSH' ON LID. ATTACH
'DO NOT DRINK' TAG ON VALVE.
LEGEND:
7 RECYCLED WATER DRIP AIR RELIEF VALVE IN BOX
GRADE.
FINISHED
2"
12" MIN
1 23
4 5
6 AIR RELIEF VALVE AS SPECIFIED PER
IRRIGATION LEGEND.
1 6" ROUND PURPLE PLASTIC VALVE
BOX PER SPECIFICATIONS.
2 1" FPTXMPT ELL.3
3/4"X1" MPT ADAPTER.4
PVC LATERAL, SIZE AND TYPE PER
IRRIGATION LEGEND.
5 3" THICK LAYER OF WASHED GRAVEL.
THE BOX SHALL REST UPON THE
ROCK BED. DO NOT EXTEND GRAVEL
INTO BOX.
6 LEGEND:
5 IRRIGATION DETAILS
LI-2.0
22/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
COLOR CODING
SPRINKLERS, ROTOR HEADS, AND OTHER TYPES OF
DISPERSION HEADS SHALL HAVE THE EXPOSED
SURFACE COLORED PURPLE. THE EXPOSED
SURFACE SHALL BE COLORED THROUGH THE USE
OF INTEGRALLY MOLDED PURPLE PLASTIC OR
PERMANENTLY ATTACHED PURPLE PLASTIC RING
OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE
CAPS. DECAL ON RISERS WILL NOT BE ACCEPTED.
LEIT
L E I T
Control
STATION MV/P
COMMON
STATION 1
STATION 2
LEIT XRC ENERGIZED CONTROLLER
1 2
3 4
5 6
7 8
9 NOTES:
1. INSTALLATION TO BE
COMPLETED IN ACCORDANCE
WITH MANUFACTURER'S
SPECIFICATIONS.
2. DO NOT SCALE DRAWING.
3. THIS DRAWING IS INTENDED
FOR USE BY ARCHITECTS,
ENGINEERS, CONTRACTORS,
CONSULTANTS AND DESIGN
PROFESSIONALS FOR
PLANNING PURPOSES ONLY.
THIS DRAWING MAY NOT BE
USED FOR CONSTRUCTION.
4. ALL INFORMATION
CONTAINED HEREIN WAS
CURRENT AT THE TIME OF
DEVELOPMENT BUT MUST BE
REVIEWED AND APPROVED
BY THE PRODUCT
MANUFACTURER TO BE
CONSIDERED ACCURATE.
5. CONTRACTOR'S NOTE: FOR
PRODUCT AND COMPANY
INFORMATION VISIT
www.CADdetails.com/info AND
ENTER REFERENCE NUMBER
923-039.
AMBIENT LIGHT POWERED
IRRIGATION CONTROLLER.
MODEL XRC: 28 STATIONS WITH
RADIO REMOTE
1 TERMINAL STRIP2
12 OR 14 GAUGE WIRE3
CLAMPS, SPACER AND SCREWS
INCLUDED WITH MOUNTING
COLUMN
4 PROGRAMMING KEY
MODEL LEIT KEY
5 GALVANIZED STEEL MOUNTING
COLUMN, MODEL MCOLXL 51"
(129 CM) LONG
6 12" X 18" POURED CONCRETE
BASE USING 90 LB (40 kg) BAG
OF CONCRETE. INSTALL PER
MANUFACTURER'S
INSTALLATION GUIDE.
7 FINISH GRADE8
BACKFILL SOIL9
LEGEND:
12"
18" 10
DIRECT BURIAL CONTROL
WIRES TO CONTROL
VALVES
10 3
SKIT 8821-4 RAIN SENSOR (COLUMN MOUNTED)
NOTES:
1. INSTALLATION TO BE
COMPLETED IN ACCORDANCE
WITH MANUFACTURER'S
SPECIFICATIONS.
2. DO NOT SCALE DRAWING.
3. THIS DRAWING IS INTENDED
FOR USE BY ARCHITECTS,
ENGINEERS, CONTRACTORS,
CONSULTANTS AND DESIGN
PROFESSIONALS FOR
PLANNING PURPOSES ONLY.
THIS DRAWING MAY NOT BE
USED FOR CONSTRUCTION.
4. ALL INFORMATION
CONTAINED HEREIN WAS
CURRENT AT THE TIME OF
DEVELOPMENT BUT MUST BE
REVIEWED AND APPROVED
BY THE PRODUCT
MANUFACTURER TO BE
CONSIDERED ACCURATE.
LEGEND:
SKIT
RED WIRE
WHITE WIRE BLACK WIRE
BLACK WIRE 12"
8"
1 2
3 4
5 6
7 8
9 10
11 12
13 14 15 16
"MINI CLIK" RAIN SENSOR1
DIG PLASTIC PIPE CAP 1"
CAP PART No. 23-001 or 1.5"
CAP PART No. 23-053 WITH
HOLE FOR WIRES.
2 DRILL TWO 3/16 HOLES IN PIPE
FOR SENSOR BRACKET.
3 (2) #8-32 MACHINE SCREWS
WITH WASHER, LOCK WASHER
AND NUT.
4 1" or 1.5" GALVANIZED PIPE 6 to
10 FEET HIGH.
5 12" X 12" CONCRETE BASE 8"
DEEP MINIMUM.
6 1" OR 1.5" PIPE ELBOW.7
FINISH GRADE.8
6" ROUND VALVE BOX.9
SKIT ADAPTER PART NO.
8821-4 USE WITH EACH
SENSOR.
10 TO CONTROLLER OR VALVE.11
(4) DRY SPLICE CONNECTORS.12
NORMALLY CLOSED WIRE
FROM SENSOR.
13 COMMON WIRE FROM SENSOR14
1" OR 1.5" NIPPLE.15
GRAVEL.16
6'-10'
6 Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
33 42
12/19/2023
Redlands Regular Meeting of 02-20-24
140 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
NOT FOR CONSTRUCTION
32 FUTURE RECYCLED WATER SYSTEM:
THE PROJECT IS CONNECTED TO A POTABLE
WATER SOURCE, BUT CITY HAS REQUESTED TO
PROVIDE 'PURPLE' COMPONENTS FOR FUTURE
RECYCLED WATER SYSTEM IF / WHEN IT WILL BE
MADE AVAILABLE. WITH EXCEPTION OF THE
BACKFLOW; PROVIDE "PURPLE" BOX COVER,
HANDLE, AND TAG, FOR VALVES AND "PURPLE"
WATER SOURCE LINES, TYPICAL.
30" MAX
12" MIN.
18" MIN.
1 2
3 4
5 6
8 7
9 10
11 12 13 14 15
'STRONG BOX' ENCLOSURE WITH
LOCKING HARDWARE; INSTALL PER
MFG. RECOMMENDATIONS
1 2" REDUCED PRESSURE
BACKFLOW PREVENTION DEVICE
MODEL 825YA.
2 BRASS THREADED RISER LENGTH
AS NEEDED
3 WYE STRAINER (LINE SIZE)4
BRASS MALE ADAPTER5
6" THICK CONCRETE PAD6
FINISH SURFACE7
4" TYPE "K" COPPER NIPPLE8
COPPER THREADED ELL (2
REQUIRED)
9 SCH. 40 PVC MALE ADAPTER10
PVC SUPPLY LINE PER PLANS
FROM METER
11 CONCRETE THRUST BLOCKS. 1
CUBIC FT. MIN.
12 3/4" BALL VALVE PER DETAIL13
TYPE "K" COPPER LINE (SIZE PER
PLAN) WITH COPPER SOLDER
FITTINGS AS REQ'D.
14 COPPER TEE AT COPPER LINE
FROM METER
15 NOTES:
A. ALL VALVES, FITTINGS & PIPES SHOWN ARE TO BE LINE SIZED EXCEPT WHERE INDICATED.
B. INSTALLATION SPECIFICATIONS SHOWN ARE SCHEMATIC AND DO NOT SUPERCEDE OR REPLACE ANY CITY OR STATE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE CODES.
C. ALL THREADED CONNECTIONS SHALL BE SEALED WITH OVERLAPPING TURNS OF TEFLON TAPE SUFFICIENT TO PREVENT LEAKAGE.
D. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON
INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER.
CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WRITTEN TEST
RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER PRIOR TO BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE ENGINEER.
E. ALL METAL IN CONTACT WITH CONCRETE SHALL BE POLYETHYLENE WRAPPED USING 2" WIDE PLASTIC BACKED ADHESIVE TAPE MIN. 2 MILS.
THICK WITH 1/2" OVERLAP.
F. FACTORY ASSEMBLED DOUBLE CHECK ASSEMBLY REDUCED PRESSURE
PRINCIPLE ASSEMBLY SHALL BE INCLUDED IN THE LATEST EDITION OF THE "APPROVED FOR SERVICE ISOLATION IN CALIFORNIA PUBLIC WATER SYSTEMS" ISSUED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, OFFICE OF DRINKING WATER.
BACKFLOW PREVENTER ASSEMBLY
LEGEND:
1BALL / GATE ISOLATION VALVE
7 5
6 4
10 2
8 3 9
1THREADED PVC SCH 80 NIPPLES
(NO CLOSE NIPPLES TYP.)
PRESSURIZED PVC MAINLINE
PVC FEMALE SXT ADAPTER
PVC SCH 80 UNION - EITHER SIDE
VALVE AS SPECIFIED ON PLANS
POSITION VALVE IN BOX SO THAT
HANDLE IS FREE TO OPERATE;
PROVIDE 'PURPLE' HANDLE FOR
FUTURE RW SYSTEM
10" ROUND PLASTIC VALVE BOX FOR 2"
VALVE AND SMALLER RECTANGULAR
PLASTIC VALVE BOX FOR 2 1/2" VALVE
AND LARGER; INSTALL 2" ABOVE
FINISHED GRADE IN SHRUB BED; 1/2"
ABOVE IN LAWN AREAS. PROVIDE
'PURPLE' COVER FOR FUTURE RW
SYSTEM
FINISHED GRADE
PVC SCH 40 45DEG. FITTING
PEA GRAVEL 1/2" DIAMETER
(APPROX. 1 CU. FT.)
UNMORTARED BRICK FOUNDATION
2 3
4 5
6 7
8 9
10 2" MIN.
18"
ADD TAG FOR FUTURE
RW SYSTEM
LEGEND:
1 2
SLIP X SLIP 45 DEGREE ELL
(2 REQUIRED)
34" GRAVEL SUMP IN, UNDER, AND AROUND
VALVE BOX FILL TO TOP OF VALVE BOXES
USE 12" PVC SCRAP TO WRAP 12" OF
ADDITIONAL WIRE BEFORE CONNECTING
CONNECT WIRES TO VALVE USING WATER
TIGHT CONNECTORS
MASTER VALVE LEGEND
FINISH SURFACE
RECTANGULAR CONCRETE VALVE BOX W/
LOCKING HINGED CAST IRON LID. PAINT LID
PURPLE FOR RECYCLED WATER USE
PVC SCH. 40 MALE ADAPTER
(2 REQUIRED)
PRESSURE SUPPLY LINE,ALIGN WITH FLOW
SENSOR (SEE PLAN FOR SIZE)
SCH. 80 PVC UNION O-RING TYPE LASCO OR
EQUAL
1-1
4" SCH. 40 WIRE CONDUIT WITH SWEEP
FOR MASTER VALVE WIRES (TO FLOW
SENSOR)
PVC PIPE
MASTER VALVE
12 1
2 3
4 5
6 7
8 9
10 11
12 1
3 4
5 6
7 8
9 10
2 11
NOTE:
A. FOR FUTURE RW SYSTEM; PROVIDE PURPLE HANDLE AND LID
B. INSTALL WITH 1600 HE MICRO POWER SOLENOID AND SOLENOID ADAPTER FOR SOLAR POWERED CONTROLLER.
LEGEND:
3 A. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL
MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE.
B. ALL MANIFOLD PIPING AND ISOLATION VALVES TO BE 2" MIN. INTO EACH CONTROL VALVE AND 1" TO EACH Q.C.
A-1
12"
A-2
1'-6"1'-6"
A-3
LEGEND:
1'-6"
BV
1'-6"
BV
1'-6"
QC
MANIFOLD CONFIGURATION
SIDEWALK
1 6
54 3
2 PRESSURE SUPPLY LINE
(SEE PLAN FOR SIZE)
BALL VALVES (SEE
IRRIGATION LEGEND)
QUICK COUPLER (SEE
IRRIGATION LEGEND)
HEAT BRAND ALL VALVES
1 2
3 4
ELECTRIC CONTROL VALVE
MANIFOLD PIPE-SAME SIZE AS PRESSURE SUPPLY
LINE LOCATED UNDERNEATH VALVE BOXES. ALL
MAINLINE FITTINGS TO BE SCH. 80 PVC
5 6
NOTES:
4 18"
12"
17 1
2 4
3 5
FLOW
15 16
14 13
11 11
12 678
10 9
SCH.40 PVC TEE MAINLINE13
UNMORTARED BRICK FOUNDATION17
16 14
15 (TXS)
PVC LATERAL LINE PER PLAN
SCH.80 PVC NIPPLE
SCH.40 PVC ELL (SXS)
SCH.80 FEMALE ADAPTER
PVC PIPE
8 10
12 11
9 7
6 5
SCH.80 PVC NIPPLE
PVC MALE ADAPTER
4 3
2 1
REMOTE CONTROL VALVE
LEGEND:
12" RECTANGULAR PLASTIC VALVE
BOX (CARSON) WITH LOCKING LID,
CONTROLLER AND VALVE
NUMBER HEAT BRANDED INTO TOP
WATERPROOF WIRE
CONNECTORS PER NOTES
REMOTE CONTROL ELECTRIC VALVE
PER LEGEND
SCH. 80 PVC UNION, O-RING TYPE
LASCO OR EQUAL
FINISH GRADE - ALLOW 2" FOR
MULCH IN SHRUB BEDS SET
FLUSH IN TURF
PRESSURIZED PVC MAINLINE
(SXSXS) PER LEGEND
24 VOLT DIRECT BURIAL WIRES
FROM CONTROLLER PER LEGEND.
1 CUBIC FOOT PEA GRAVEL MIN.
SUPPORTING VALVE BOX
A. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH
OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO
PREVENT LEAKAGE.
B. WIRE CONNECTORS WILL BE K.B."ONE-STEP" PRE-FILLED
TAN) OR EQUAL.
C. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE
COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE
BOX.
D. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION
IN VALVE BOX. (WRAP AROUND 1/2" PIPE 15 TIMES-REMOVE
PIPE)
E. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS
UNDISTURBED ADJACENT SOIL.
F. FOR FUTURE RW SERVICE; PROVIDE PURPLE COVER,
HANDLE AND TAG.
G. INSTALL WITH 1600 HE MICRO POWER SOLENOID AND
SOLENOID ADAPTER FOR SOLAR POWERED CONTROLLER.
NOTES:
5 2"
12"
FINISH GRADE IN TURF AREAS
POP-UP ROTOR HEAD AND NOZZLE
WALK OR CURB
BUILDING WALL (WHERE APPLICABLE)
12" MIN.
FINISH GRADE IN PLANTING AREAS
MULCH LAYER IN PLANTING AREAS
PURPLE PVC LATERAL (PER PLAN)
PVC TEE OR ELL (SXSXT)
LEGEND:
NOTES:
1 2
3 4
5 6
7 8
9 10
PVC STREET ELL (2 EACH)
SIZE PER HEAD INLET
SCH.80 P.V.C. NIPPLE (2 EACH)
SIZE PER HEAD INLET
2 3
1 A. ALL P.V.C. FITTINGS SHALL BE SCH.
40 EXCEPT WHERE NOTED.
B. ALL SCH.80 P.V.C. THREADS SHALL
BE WRAPPED WITH TEFLON TAPE. OR
RECOMMENDED BY MANUFACTURER
8 10
9 7
6 5
4 11PURPLE CAP FOR RECYCLED WATER
11 POP-UP ROTOR/SPRAY HEAD FOR RECYCLED WATER
3" SPRAY DISTANCE
6" ROTOR DISTANCEC
C
6 1
2 10" ROUND PLASTIC VALVE BOX
WITH LOCKING COVER & Q.C.
HEAT BRANDED INTO TOP.
4 3
5 7
8 9
6 10
11 12
13 SCH.80 P.V.C NIPPLE
GROUND COVER
WARNING TAG
SCH.40 P.V.C. TEE
SCH.40 PURPLE P.V.C. MAINLINE
BRASS ELL
COMMON BRICK
ONE CUBIC FOOT PEA GRAVEL
EDGE OF WALK/FACE OF CURB,
FENCE OR MOW BAND
FINISH GRADE. ALLOW 2" DEPTH
FOR TOP MULCH
STREET ELLS (2) REQUIRED
PER QUICK COUPLER. NO MARLEX
(BRASS)
QUICK COUPLER VALVE, WITH
ACME THREADS, PER PLANS4
7 3
9 910
8 2
1 8 11
18" MAX. 5
6 2"
13 18" MIN.
12 6" MIN.
A.QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP FOR RECYCLED WATER SYSTEM.
B.ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED.
C.QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER
REQUIREMENTS.
D.ALL SCH.80 P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE.
E.QUICK COUPLER FOR RECYCLED WATER SHALL BE OF A TYPE
APPROVED FOR RECYCLED WATER USE.
F.PROVIDE PURPLE CAP, COVER, AND ACME THREAD MODEL FOR QUICK COUPLERS USED IN RECYCLED WATER SYSTEM.
G.QUICK COUPLERS FOR POTABLE WATER WILL BE LUG TYPE.
NOTES:
QUICK COUPLER FOR RECYCLED WATER
LEGEND:
7 NOTES:
2 1 1
2 6
4 5
8 7
4 3
5 7
3" MIN.
6" MIN.
6"6" MIN.
6 18"+ DIAMETER
OF PIPE
1" MIN. 6" MIN.
3 12"
8 18" MIN.
6" MIN.
LEGEND:
MAINLINE/DIRECT BURIAL CONTROL WIRE
IMPORTED TOPSOIL OR AMENDED
NATIVE SOIL
FINISHED GRADE
NATIVE SOIL FREE OF ROCKS AND
DEBRIS 3" OR GREATER
TRENCH MARKER
SAND BEDDING MATERIAL
IRRIGATION MAINLINE
DIRECT BURIAL CONTROL WIRES
IRRIGATION LATERAL LINE
A.TRENCH MARKER SHALL BE A 3" WIDE
CONTINUOUS METALLIC PLASTIC STRIP
ABOVE THE MAINLINE AND DIRECT
BURIAL CONTROL WIRES.
B.ALL PIPE AND CONTROL WIRE UNDER
PAVEMENT SHALL BE INSTALLED IN A
P.V.C. SLEEVE PER THE IRRIGATION
SPECIFICATIONS.
C.BACKFILL MATERIAL SHALL BE
COMPACTED TO A RELATIVE
COMPACTION OF 90% MIN.
4"
9IN LINE DRIP TUBING
9 8
5 6
9 8
7 UNDISTURBED SOIL
LATERAL LINES PER PLAN
IRRIGATION MAINLINE PER PLAN
DIRECT BURIAL CONTROL WIRES
1 2FINISHED GRADE
PAVING PER PLAN
4 MARKING STRIP- 2 LAYERS
SAND BEDDING MATERIAL
CLEAN COMPACTED BACKFILL3
LEGEND:
6" MIN
1 2
3 84
6 9
10SCH. 80 PVC SLEEVE 2x PIPE
SIZE DIAMETER MIN.
10 10
5 7
4"
A. ALL PIPE AND CONTROL WIRE
UNDER PAVEMENT SHALL BE
INSTALLED IN A P.V.C. SLEEVE.
B. BACKFILL MATERIAL SHALL BE
COMPACTED TO A RELATIVE
COMPACTION OF 90% MIN.
C. PRESSURE MAINLINE SHALL BE
INSTALLED ON A 6" SAND BED AND
COVERED BY 6" OF SAND PRIOR TO
ANY OTHER BACKFILL MATERIAL
NOTES:
SLEEVING9IRRIGATION DETAILS
LI-2.1
23/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
COLOR CODING
SPRINKLERS, ROTOR HEADS, AND OTHER TYPES OF
DISPERSION HEADS SHALL HAVE THE EXPOSED
SURFACE COLORED PURPLE. THE EXPOSED
SURFACE SHALL BE COLORED THROUGH THE USE
OF INTEGRALLY MOLDED PURPLE PLASTIC OR
PERMANENTLY ATTACHED PURPLE PLASTIC RING
OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE
CAPS. DECAL ON RISERS WILL NOT BE ACCEPTED.
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
34 42
12/19/2023
Redlands Regular Meeting of 02-20-24
141 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
NOT FOR CONSTRUCTION
32 IRRIGATION SPECIFICATIONS
LI-2.3
23/28
IRRIGATION SPECIFICATIONS
PART 1.00 GENERAL
1.01 GENERAL REQUIREMENTS
A. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES
NECESSARY TO COMPLETE THE IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE CONTRACT DOCUMENTS.
B. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS.
C. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE OWNER'S
REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE.
D. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS ARE FOUND. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY.
E. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS.
F. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN.
1.02 ORDINANCES AND REGULATIONS
A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULATIONS GOVERNING OR RELATING TO
ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING
CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE
SPECIFICATIONS AND/OR CONTRACT DOCUMENTS CALL FOR, OR DESCRIBE MATERIALS,
WORKMANSHIP OR CONSTRUCTION OF HIGHER QUALITY, HIGHER STANDARDS OR A LARGER SIZE,
SPECIFICATIONS AND/OR CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS.
B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS.
1.03 SCOPE OF WORK
A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION
NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. THE CONTRACTOR SHALL PROTECT
THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT.
B. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS.
C. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING
1.04 SCHEDULE OF WORK
A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE OWNER FOR CARRYING OUT THE WORK. UPON APPROVAL, NO MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN APPROVAL OF THE OWNER.
B. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE.
1.05 COORDINATION
A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION CONTRACT DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR
TO THE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE.CARE SHALL BE TAKEN TO COORDINATE
THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS.
1.06 EXPLANATION OF CONTRACT DOCUMENTS
A. DUE TO THE SCALE OF CONTRACT DOCUMENTS, IT IS NOT POSSIBLE TO SHOW ALL OFFSETS, FITTING, OR SLEEVES WHICH MAY BE REQUIRED. CAREFULLY INSPECT ALL CONDITIONS OF WORK ACCORDING
TO THE ACTUAL SITE AND PLAN INSTALLATION ACCORDINGLY FURNISHING ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOR TO BEGINNING WORK. WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES.
1.07 SUBSTITUTIONS
A. NO SUBSTITUTIONS OF IRRIGATION EQUIPMENT OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF IRRIGATION
EQUIPMENT SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT.
B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE
MANUFACTURER, MODEL, AND/OR SIZES OF IRRIGATION EQUIPMENT TO BE FURNISHED, PROVIDED
THAT THE COST OF SUCH EQUIPMENT CHANGES DO NOT EXCEED THE COST OF THE IRRIGATION EQUIPMENT IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE IRRIGATION INSTALLATION OPERATION COMMENCING.
CHANGES IN ANY IRRIGATION EQUIPMENT FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST.
1.08 REJECTIONS
A. ANY IRRIGATION EQUIPMENT AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED
WORK AND/OR IRRIGATION EQUIPMENT SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE LANDSCAPE ARCHITECT.
1.09 SUBMITTALS
A. SUBSTITUTIONS: DIGITAL COPIES OF CATALOG INFORMATION ON MATERIALS WHICH ARE TO BE SUBMITTED FOR SUBSTITUTION. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. NO SUBSTITUTION WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT.
1.10 RECORD CONTRACT DOCUMENTS (AS-BUILT) INFORMATION A. A SET OF CONTRACT DOCUMENTS SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL
WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. IF NEW WORK OR WORK AS SHOWN ON THE CONTRACT DOCUMENTS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION 'RECORD DRAWING'. THE MARKED CONTRACT
DOCUMENTS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE LANDSCAPE ARCHITECT UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT CONTRACT DOCUMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT.
1.11 DELIVERY, STORAGE, AND HANDLING
A. DELIVER, UNLOAD, STORE, AND HANDLE MATERIALS, PACKAGING, BUNDLING, PRODUCTS, IN DRY,
WEATHERPROOF, WATERPROOF CONDITION IN MANNER TO PREVENT DAMAGE, BREAKAGE, DETERIORATION, INTRUSION, IGNITION, EXCESSIVE EXPOSURE TO SUN, AND VANDALISM. DELIVER IN
ORIGINAL UNOPENED PACKAGING CONTAINERS PROMINENTLY DISPLAYING MANUFACTURER NAME,
VOLUME, QUANTITY, CONTENTS, INSTRUCTIONS, AND CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW. REMOVE AND REPLACE CRACKED, BROKEN, OR CONTAMINATED ITEMS OR ELEMENTS
PREMATURELY EXPOSED TO MOISTURE, INCLEMENT WEATHER, SNOW, ICE, TEMPERATURE EXTREMES, FIRE, OR JOB SITE DAMAGE.
B. HANDLING OF PVC PIPE - EXERCISE CARE IN HANDLING, LOADING AND STORING OF PVC PIPE. ALL PVC
PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS LENGTH OF PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOADS. ALL SECTIONS OF PIPE
THAT HAVE BEEN DENTED OR DAMAGED SHALL BE DISCARDED, AND IF INSTALLED, SHALL BE REMOVED AND REPLACED WITH NEW PIPING.
1.12 PUBLIC SAFETY
A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNIA/OSHA REQUIREMENTS.
THE LANDSCAPE ARCHITECT AND/OR CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTORS AT THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR
SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE.
B. PROTECTION OF PROPERTY:
1. PRESERVE AND PROTECT ALL TREES, PLANTS, MONUMENTS, STRUCTURES, AND PAVED AREAS FROM DAMAGE DUE TO WORK OF THIS SECTION. IN THE EVENT DAMAGE DOES OCCUR, ALL
DAMAGE SHALL BE COMPLETELY REPAIRED OR REPLACED TO SATISFACTION OF OWNER AND PAID BY CONTRACTOR.
2. PROTECT BUILDINGS, WALKS, WALLS, AND OTHER PROPERTY FROM DAMAGE. MARK AND BARRICADE OPEN DITCHES. DAMAGE CAUSED TO ASPHALT, CONCRETE, OR OTHER BUILDING MATERIAL SURFACES SHALL BE REPAIRED OR REPLACED AT NO COST TO OWNER. RESTORE DISTURBED AREAS TO ORIGINAL CONDITION. REPLACEMENT OF PAVING AND CURBS - WHERE TRENCHES AND LINES CROSS EXISTING ROADWAYS, PATHS, CURBING, ETC., DAMAGE TO THESE SHALL BE KEPT TO A MINIMUM AND SHALL BE RESTORED TO ORIGINAL CONDITION.
C. PROTECTION AND REPAIR OF UNDERGROUND LINES
1. REQUEST PROPER UTILITY COMPANY TO STAKE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND ELECTRIC, GAS, OR TELEPHONE LINES. TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNDERGROUND LINES FROM DAMAGE. IN THE EVENT DAMAGE
DOES OCCUR, ALL DAMAGE SHALL BE REPAIRED BY CONTRACTOR, AND ALL COSTS OF SUCH REPAIRS SHALL BE PAID BY CONTRACTOR.
1.13 WARRANTY/GUARANTEE
A. CONTRACTOR SHALL WARRANT MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM NOTICE OF COMPLETION. CONTRACTOR SHALL GUARANTEE WORKMANSHIP FOR THE SAME PERIOD.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MATERIAL WARRANTY ITEMS WITH MANUFACTURER/DISTRIBUTOR.
B. SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING GUARANTEE PERIOD SHALL BE
REPAIRED BY CONTRACTOR AT NO EXPENSE TO OWNER, INCLUDING COMPLETE RESTORATION OF DAMAGED PROPERTY.
C. EXPENSES DUE TO VANDALISM PRIOR TO NOTICE OF COMPLETION SHALL BE BORNE BY CONTRACTOR.
1.14 MAINTENANCE
A. FURNISH THE FOLLOWING MAINTENANCE ITEMS TO OWNER PRIOR TO NOTICE OF COMPLETION:
1. FIVE IRRIGATION HEADS WITH NOZZLES(OF EACH TYPE USED FOR EVERY 100 IRRIGATION HEADS, OR PORTIONS THEREOF, USED).
2. THREE SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF VALVE SUPPLIED ON THIS PROJECT.
3. TWO SETS OF KEYS FOR EACH AUTOMATIC CONTROLLER AND LOCKING VALVE BOXES.
4. OPERATION MANUALS FOR CONTROLLERS AND ANY OTHER EQUIPMENT USED ON PROJECT.
5. A REDUCED KEY MAP OF THE SITE HIGHLIGHTING EACH VALVE CONTROL AREA WITH A DIFFERENT COLOR. THIS MAP SHALL BE LAMINATED AND SHALL FIT INSIDE OF THE CONTROLLER BOX.
PART 2.00 MATERIALS
2.01 PIPE AND FITTINGS
A. MAIN LINES (CONSTANT PRESSURE) 2" AND LARGER SHALL BE POLYVINYL-CHLORIDE(PVC) 1120-160/200 P.S.I., CLASS 315 WITH SOLVENT WELD CONNECTIONS; 1-1/2" AND SMALLER SHALL BE PVC SCHEDULE 40.
1. SOLVENT WELD MAIN LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE.
B. LATERAL LINES (NON-PRESSURE) 3/4" AND LARGER SHALL BE CLASS 200 PVC PIPE. MINIMUM SIZE SHALL BE 3/4".
1. SOLVENT WELD LATERAL LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE.
C. FLEXIBLE TUBING SHALL BE PVC FLEXIBLE AS SPECIFIED IN CONTRACT DOCUMENTS.
D. CONNECTIONS BETWEEN MAIN LINES AND REMOTE CONTROL VALVES SHALL BE OF SCHEDULE 80 PVC (THREADED BOTH ENDS) NIPPLES AND FITTINGS.
E. RISERS SHALL BE AS FOLLOWS: SCHEDULE 80 PVC THREADED NIPPLES AND SCHEDULE 80 PVC ELLS AS SHOWN IN THE CONSTRUCTION DETAILS.
2.02 MISCELLANEOUS INSTALLATION MATERIALS
A. SOLVENT CEMENT AND PRIMER FOR SOLVENT WELD JOINTS SHALL BE OF MAKE AND TYPE APPROVED BY MANUFACTURER(S) OF PIPE AND FITTINGS. CEMENT SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE.
B. LUBRICANT FOR ASSEMBLING RUBBER RING SEAL JOINTS SHALL BE OF MAKE AND TYPE APPROVED BY MANUFACTURER OF PIPE.
C. PIPE JOINT COMPOUND SHALL BE NON-HARDENING, NON-TOXIC MATERIALS DESIGNED SPECIFICALLY FOR USE ON THREADED CONNECTIONS IN WATER CARRYING PIPE. PERFORMANCE SHALL BE SAME AS TEFLON TAPE.
2.03 MISCELLANEOUS EQUIPMENT
A. PROVIDE ALL EQUIPMENT CALLED FOR BY THE CONTRACT DOCUMENTS.
B. VALVE BOXES:
1. MANUAL VALVES, DRIP LINE BLOW-OUT STUBS, AND WIRE SPLICE BOX -10" CIRCULAR BOX.
2. 3/4 INCH THROUGH 2 INCH CONTROL VALVES - PER DETAIL.
3. DRIP VALVE ASSEMBLIES - PER DETAIL.
C. CONTROLLER PER PLANS.
D. CONTROL WIRE CONNECTIONS AND SPLICES SHALL BE MADE WITH 3M-DBY OR DBR-6 WIRE CONNECTORS WITH PAIGE - ID1-BLU 14 GAUGE JACKETED DECODER CABLE. DIRECT BURY SPLICE.
1. HIGH VOLTAGE - WIRE SIZE AND TYPE SHALL BE AS REQUIRED BY LOCAL CODES, ORDINANCES AND PROPER SIZE TO ACCOMMODATE NEEDS OF EQUIPMENT SERVICED.
E. ELECTRIC CONTROL VALVES - AS SPECIFIED IN CONTRACT DOCUMENTS.
F. SPRINKLER HEADS - AS SPECIFIED IN CONTRACT DOCUMENTS. FABRICATE RISER UNITS IN
ACCORDANCE WITH DETAILS IN CONTRACT DOCUMENTS - WITH RISER NIPPLES OF SAME SIZE AS RISER OPENING IN SPRINKLER BODY.
G. EMITTERS - SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS.
H. PRESSURE GAUGES - SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS.
I. STRAINER - SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS.
J. BALL VALVES - AS SPECIFIED IN CONTRACT DOCUMENTS.
K. FLUSH VALVES - AS SPECIFIED IN CONTRACT DOCUMENTS.
PART 3.00 - INSTALLATION
3.01 PREPARATION
A. SCHEDULE AND COORDINATE PLACEMENT OF MATERIALS AND EQUIPMENT IN MANNER TO EFFECT
THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROGRESS SCHEDULE.
3.02 LAYOUT
A. LAY OUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS. WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPING, VALVES AND HEADS WHERE SHOWN, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY TO DETERMINE RELOCATION.
B. RUN PIPELINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHEREVER PRACTICAL.
C. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, VALVES,
BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB.
3.03 EXCAVATING AND TRENCHING
A. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED.
B. INSTALL SLEEVING UNDER NEW AND EXISTING ASPHALT PAVING AND CONCRETE WALKS, TO ACCOMMODATE PIPING AND WIRING.
C. TRENCHING - TRENCH EXCAVATION SHALL FOLLOW, AS MUCH AS POSSIBLE, LAYOUT SHOWN IN CONTRACT DOCUMENTS. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCH BOTTOM SHALL BE CLEAN AND SMOOTH WITH ALL ROCK AND ORGANIC DEBRIS REMOVED. PRESSURE SUPPLY LINE TRENCHES SHALL BE OVER-EXCAVATED AS REQUIRED TO ALLOW FOR BEDDING MATERIAL.
2. CLEARANCES:
2.1. PIPING SMALLER THAN 3 INCHES - TRENCHES SHALL HAVE A MINIMUM WIDTH OF 7 INCHES.
2.2. LINE CLEARANCE - PROVIDE NOT LESS THAN 6 INCHES OF CLEARANCE BETWEEN EACH LINE, AND NOT LESS THAN 12 INCHES OF CLEARANCE BETWEEN LINES OF OTHER TRADES.
3. PIPE AND WIRE DEPTH:
3.1. PRESSURE PIPING - 18 INCHES FROM TOP OF PIPE TO FINISHED GRADE.
3.2. NON-PRESSURE PIPING - 12 INCHES FROM TOP OF PIPE TO FINISHED GRADE.
3.3. CONTROL WIRING - SIDE OF PRESSURE SUPPLY LINE.
4. BORING WILL BE PERMITTED ONLY WHERE PIPE MUST PASS UNDER OBSTRUCTION(S) WHICH CANNOT BE REMOVED. IN BACKFILLING BORE, FINAL DENSITY OF BACKFILL SHALL MATCH THAT OF SURROUNDING SOIL. IT IS ACCEPTABLE TO USE
SLEEVES OF SUITABLE DIAMETER INSTALLED FIRST BY JACKING OR BORING, AND PIPE LAID THROUGH SLEEVES. OBSERVE SAME PRECAUTIONS AS THOUGH PIPE WERE INSTALLED IN OPEN TRENCH.
D. PROVIDE PULL BOXES FOR CONTROL WIRING LOCATED UNDER PAVING ALL CHANGES IN DIRECTION GREATER THAN FORTY-FIVE (45) DEGREES AND WHERE WIRE RUNS EXCEED TWO HUNDRED FEET (200') IN LENGTH. WIRE SPLICES SHALL BE MADE IN PULL BOXES OR CONTROL VALVE BOXES ONLY.
3.04 ASSEMBLING PIPELINES
A. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT AND PIPE SCALE. FIELD CUT ENDS SHALL BE REAMED ONLY TO FULL DIAMETER WITH ROUGH EDGES AND BURRS REMOVED.
B. SOLVENT WELD JOINT: EACH INSTALLER SHALL BE PROPERLY TRAINED IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE:
7. PREPARE JOINT BY FIRST MAKING SURE THE PIPE END IS SQUARE, THEN DEBURRING THE PIPE END AND CLEANING PIPE AND FITTING OF DIRT, DUST AND MOISTURE.
8. SNAKE PIPE IN TRENCH AS MUCH AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION.
9. DRY-INSERT PIPE INTO FITTING TO CHECK FOR MIS-SIZING. PIPE SHOULD ENTER FITTING 1/3 TO 2/3 DEPTH OF SOCKET.
10.LAY PIPE AND MAKE ALL PLASTIC TO PLASTIC JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
11.SOLVENT WELD JOINTS SHALL BE MADE BY PROCESS AND MATERIALS AS RECOMMENDED BY THE MANUFACTURER.
12.CURE JOINT A MINIMUM OF THIRTY (30) MINUTES BEFORE HANDLING AND AT LEAST (24) HOURS BEFORE ALLOWING WATER IN THE PIPE.
C. THREADED JOINT:
1. FIELD THREADING OF PLASTIC PIPE OR FITTINGS IS NOT PERMITTED. FACTORY- FORMED THREADS ONLY WILL BE PERMITTED.
2. FACTORY-MADE NIPPLES SHALL BE USED WHEREVER POSSIBLE. FIELD-CUT THREADS IN METALLIC PIPE WILL BE PERMITTED ONLY WHERE ABSOLUTELY NECESSARY. WHEN FIELD THREADING, CUT THREADS ACCURATELY ON AXIS WITH SHARP DIES.
3. ALL THREADED METALLIC JOINTS SHALL BE MADE UP WITH PIPE JOINT COMPOUND.
APPLY COMPOUND TO MALE THREADS ONLY-USING CARE NOT TO ALLOW EXCESS COMPOUND FROM ENTERING PIPELINE. THREADED PVC PLASTIC JOINTS SHALL BE MADE UP WITH OVERLAPPING TURNS OF 3/4" TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE.
4. WHERE ASSEMBLING METALLIC PIPE TO METALLIC FITTING OR VALVE, NO MORE THAN THREE (3) FULL THREADS SHALL BE VISIBLE WHEN JOINT IS MADE UP.
5. WHERE ASSEMBLING SOFT METAL (BRASS OR COPPER) OR PLASTIC PIPE, USE STRAP TYPE FRICTION WRENCH ONLY; DO NOT USE METAL-JAWED WRENCH.
D. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OR OTHER OBSTRUCTIONS. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY.
E. WHERE PIPES OR CONTROL WIRES PASS THROUGH SLEEVES, PROVIDE REMOVABLE NON-DECAYING PLUG AT ENDS OF SLEEVE TO PREVENT ENTRANCE OF EARTH.
3.05 REMOTE CONTROL VALVES
A. INSTALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GROUP TOGETHER WHERE PRACTICAL.
LIMIT ONE REMOTE CONTROL VALVE PER BOX.
B. LOCATE VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK EDGES, BUILDINGS AND WALLS.
PROVIDE 6" BETWEEN VALVE BOXES WHERE VALVES ARE GROUPED TOGETHER.
C. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE(S).
D. INSTALL IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE.
E. LABEL CONTROL LINE WIRE AT EACH VALVE WITH A 2 1/4" X 2 3/4" POLYURETHANE ID. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE AND LOCATE INSIDE VALVE BOX.
F. INSTALL VALVE BOXES FLUSH WITH GRADE IN LAWN AREAS AND 2" ABOVE GRADE IN SHRUB AREAS.
3.06 AUTOMATIC CONTROL WIRING
A. RUN WIRING ALONG PRESSURIZED MAINLINES WHEREVER PRACTICAL.
B. LOOP WIRE IN EACH VALVE BOX.
C. SPLICING WILL BE PERMITTED ONLY ON RUNS EXCEEDING 2500 FEET. LOCATE ALL SPLICES AT VALVE LOCATIONS WITHIN VALVE BOXES.
D. WHERE CONTROL LINES PASS UNDER PAVING, THEY SHALL PASS THROUGH SCHEDULE 40 ELECTRICAL PVC CONDUIT.
E. INSTALL ALL CONTROL WIRE SPLICES NOT OCCURRING AT CONTROL VALVE IN A SEPARATE SPLICE VALVE BOX.
3.07 AUTOMATIC CONTROLLER
A. PROVIDE AND INSTALL AUTOMATIC IRRIGATION CONTROLLER IN APPROXIMATE LOCATIONS SHOWN IN CONTRACT DOCUMENTS. VERIFY THE EXACT LOCATION ON THE SITE WITH THE LANDSCAPE ARCHITECT. PROVIDE CONDUIT AND WIRE AND CONNECT TO 120 VOLT SWITCH (POWER BY OTHERS) ACCESSIBLE TO CONTROLLER FOR EASE OF MAINTENANCE.
B. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VALVE. EACH CONTROL LINE WIRE SHALL BE LABELED AT
CONTROLLER WITH A PERMANENT NON-FADING LABEL INDICATING STATION NUMBER OF VALVE CONTROLLED. ATTACH LABEL TO CONTROL WIRE.
3.08 BACKFILLING
A. BACKFILLING - DO NOT BEGIN BACKFILLING OPERATIONS UNTIL REQUIRED SYSTEM TESTS HAVE BEEN COMPLETED. LEAVE TRENCHES SLIGHTLY MOUNDED TO ALLOW FOR SETTLEMENT AFTER BACKFILLING IS COMPLETED. TRENCHES SHALL BE FINISH GRADED PRIOR TO WALK-THROUGH OF SYSTEM BY LANDSCAPE ARCHITECT.
1. MATERIALS - EXCAVATED MATERIAL IS GENERALLY CONSIDERED SATISFACTORY FOR BACKFILL PURPOSES AFTER COMPLETING BEDDING REQUIREMENTS. BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, VEGETABLE MATTER, FROZEN MATERIALS, AND STONES LARGER THAT 2 INCHES IN MAXIMUM DIMENSION. DO NOT MIX SUBSOIL WITH TOPSOIL. MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE HAULED AWAY. CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL IF
EXCAVATED MATERIAL IS UNACCEPTABLE OR NOT OF SUFFICIENT AMOUNT TO MEET BACKFILL, COMPACTION, AND FINAL GRADE REQUIREMENTS.
2. OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH OSHA REGULATIONS.
3. COMPACT BACKFILL TO 90% MAXIMUM DENSITY IN 6" LIFTS, DETERMINED IN ACCORDANCE WITH ASTM D155-7 UTILIZING THE FOLLOWING METHODS:
3.1. MECHANICAL TAMPING .
3.2. PUDDLING OR PONDING. PUDDLING OR PONDING AND/OR JETTING IS PROHIBITED WITHIN 10'-0" OF BUILDING OR FOUNDATION WALLS.
B. PIPING UNDER PAVING:
1. PROVIDE FOR A MINIMUM COVER OF 24 INCHES BETWEEN THE TOP OF THE PIPE AND THE
BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON-PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE OR CONCRETE PAVING.
2. PIPING LOCATED UNDER AREAS WHERE ASPHALT OR CONCRETE PAVING WILL BE INSTALLED SHALL BE BEDDED WITH CONSTRUCTION GRADE SAND OR SQUEEGEE (A LAYER 6 INCHES BELOW PIPE AND 4 INCHES ABOVE PIPE),
3. COMPACT BACKFILL MATERIAL IN 6 INCH LIFTS AT 95% MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 USING MANUAL OR MECHANICAL TAMPING DEVICES
4. SET IN PLACE, CAP, AND PRESSURE TEST ALL PIPING UNDER PAVING, IN PRESENCE OF OWNER PRIOR TO BACKFILLING AND PAVING OPERATIONS.
5. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SHALL BE DONE BY JACKING,
BORING, OR HYDRAULIC DRIVING, BUT WHERE CUTTING OR BREAKING OF WALKS AND/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED AT NO COST TO OWNER. OBTAIN
PERMISSION AND PRIOR APPROVAL TO CUT OR BREAK WALKS AND/OR CONCRETE FROM OWNER.
3.09 DRIP LINE TUBING / EMITTER LAYOUT
A. LOCATE TUBING AND OR EMITTERS AS SHOWN IN THE CONTRACT DOCUMENTS AND DETAILS; LAYOUT SHALL BE NO CLOSER THAN 12" TO BUILDINGS.
B. ADJUST EMITTERS FOR PROPER COVERAGE AROUND BASE OF SHRUB. EMITTER BUBBLER HEAD SHALL BE BELOW GRADE AS SHOWN ON CONTRACT DOCUMENTS. ALL TUBING SHALL BE SUB-SURFACE.
C. FLUSH VALVES SHALL BE LOCATED AT THE END OF EACH IRRIGATION LINE.
3.10 SPRINKLER HEADS
A. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS.
B. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE.
3.11 VALVE BOXES
A. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION.
VALVE BOXES SHALL BE LABELED CONSECUTIVELY A,B,C,etc.
ISOLATION BALL VALVE BOX LID WITH THE LETTERS "BV"
STUB OUT BOXES SHALL BE LABELED "SO"
EXTRA CONTROL WIRE BOXES SHALL BE LABELED "SW"
WIRE SPLICE BOX LID WITH THE LETTERS "WS"
CHECK VALVE BOX LID WITH LETTERS "CV"
B. CONTRACTOR ALL BOLTS FO4R LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL.
3.12 TESTS
A. NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF TESTING.
B. PERFORM TESTING AT CONTRACTORS OWN EXPENSE.
C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. NO FITTING SHALL BE COVERED.
D. FLUSHING - AFTER PIPING, RISERS, AND VALVES ARE IN PLACE AND CONNECTED, BUT PRIOR TO
INSTALLATION OF SPRINKLER HEADS, THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF WATER PRESSURE FROM DEAD END FITTINGS. MAINTAIN FLUSHING FOR 5 MINUTES THROUGH FURTHERMOST VALVES. CAP RISERS AFTER FLUSHING.
E. APPLY THE FOLLOWING TESTS AFTER SOLVENT WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS.
F. TESTING - CONDUCT TESTS IN PRESENCE OF LANDSCAPE ARCHITECT. ARRANGE FOR PRESENCE OF LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHER TEST EQUIPMENT.
1. AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES, FILL IN PRESENCE OF LANDSCAPE ARCHITECT WITH WATER, AND PRESSURIZE TO 40 P.S.I. OVER THE DESIGNATED STATIC PRESSURE OR 125 P.S.I., WHICHEVER IS GREATER, FOR A PERIOD OF 6 HOURS.
2. LEAKAGE, PRESSURE LOSS - TEST IS ACCEPTABLE IF NO LEAKAGE OR LOSS OF PRESSURE IS EVIDENT DURING TEST PERIOD.
3. LEAKS - DETECT AND REPAIR LEAKS.
4. RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST
5. TEST REMOTELY CONTROLLED LATERAL LINES WITH WATER AT 100 P.S.I. FOR 2 HOURS AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS.
3.11 ADJUSTING
A. UPON COMPLETION OF INSTALLATION, "FINE-TUNE" ENTIRE SYSTEM BY REGULATING VALVES,
ADJUSTING PATTERNS AND BREAK-UP ARMS/SCREWS, AND SETTING PRESSURE REDUCING VALVES AT PROPER PRESSURE TO PROVIDE OPTIMUM AND EFFICIENT COVERAGE. FLUSH AND ADJUST ALL
SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS. HEADS OF THE SAME TYPE SHALL BE OPERATING AT SAME PRESSURE.
B. IF IT IS DETERMINED THAT IRRIGATION ADJUSTMENTS WILL PROVIDE PROPER AND MORE ADEQUATE
COVERAGE, MAKE SUCH ADJUSTMENTS PRIOR TO NOTICE OF COMPLETION, AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES, DEGREES OF ARC, AND CONTROL VALVE THROTTLING.
C. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE DESIGNATED.
D. AREAS WHICH DO NOT CONFORM TO DESIGNATED OPERATION REQUIREMENTS DUE TO
UNAUTHORIZED CHANGES OR POOR INSTALLATION PRACTICES SHALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OWNER.
3.12 CLEANING
A. MAINTAIN CONTINUOUS CLEANING OPERATION THROUGHOUT WORK. DISPOSE OF, OFF-SITE AT
LEGAL DISPOSAL SITE AND AT NO ADDITIONAL COST TO OWNER, ALL TRASH OR DEBRIS GENERATED BY INSTALLATION OF IRRIGATION SYSTEM.
B. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION.
-END OF SECTION-
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
35 42
12/19/2023
Redlands Regular Meeting of 02-20-24
142 of 923
1,2/LP-2.0
TREESBOTANICAL NAMECOMMON NAMECONTQTYDETAIL
ARBUTUS X `MARINA`ARBUTUS MULTI-TRUNK24" BOX6
CHITALPA TASHKENTENSIS `PINK DAWN`PINK DAWN CHITALPA24" BOX4 EUCALYPTUS CITRIODORALEMON SCENTED GUM24" BOX5
KOELREUTERIA PANICULATAGOLDEN RAIN TREE24" BOX5
LYONOTHAMNUS FLORIBUNDUS ASPLENIFOLIUS FERNLEAF CATALINA IRONWOOD 15 GAL3 PINUS COULTERICOULTER PINE15 GAL7
PINUS PINEAITALIAN STONE PINE24" BOX3
PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK 24" BOX14 QUERCUS AGRIFOLIACOAST LIVE OAK24" BOX17
QUERCUS ENGLEMANNIIENGELMANN OAK24" BOX3
QUERCUS SUBERCORK OAK36" BOX6
SAMBUCUS NIGRACOMMON ELDERBERRY24" BOX6
EXISTING TREESBOTANICAL NAMECOMMON NAMECONTQTYDETAIL
EUCALYPTUS SPP.EXISTING GUM TREEEXISTING TO REMAIN2
KOELREUTERIA PANICULATAGOLDEN RAIN TREEEXISTING TO REMAIN2 PLATANUS RACEMOSACALIFORNIA SYCAMOREEXISTING TO REMAIN1 24" B.
3/LP-2.0
3,4/LP-2.0
QUERCUS ILEXHOLLY OAKEXISTING TO REMAIN1
SCHINUS TEREBINTHIFOLIUSBRAZILIAN PEPPEREXISTING TO REMAIN1 SYAGRUS ROMANZOFFIANAQUEEN PALMEXISTING TO REMAIN5
WASHINGTONIA FILIFERACALIFORNIA FAN PALMEXISTING TO REMAIN2
SHRUBSBOTANICAL NAMECOMMON NAMECONTDETAIL
AGAVE SHAWIICOASTAL AGAVE15 GALLON
RHAMNUS CALIFORNICA `EVE CASE`CALIFORNIA COFFEEBERRY5 GALLON YUCCA WHIPPLEICHAPARRAL YUCCA15 GALLON
SHRUB AREASBOTANICAL NAMECOMMON NAMECONTSPACINGDETAIL
BACCHARIS PILULARIS `PIGEON POINT`COYOTE BRUSH1 GAL36" o.c.
ENCELIA FARINOSABRITTLE BUSH1 GAL36" o.c.
ERIOGONUM ARBORESCENSSANTA CRUZ ISLAND BUCKWHEAT 1 GAL36" o.c.
ERIOGONUM FASCICULATUM `WARRINER LYTLE` WARRINER LYTLE BUCKWHEAT1 GAL36" o.c.
GALVEZIA SPECIOSAISLAND BUSH SNAPDRAGON1 GAL36" o.c.
JUNCUS PATENS `ELK BLUE`SPREADING RUSH4" POT24" o.c.
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE1 GAL36" o.c.
LEYMUS TRITICOIDESWILD RYE1 GAL24" o.c.
MUHLENBERGIA RIGENSDEER GRASS1 GAL36" o.c.
SALVIA CLEVELANDII `POZO BLUE`CLEVELAND SAGE1 GAL48" o.c.
SALVIA LEUCOPHYLLA `POINT SAL SPREADER` PURPLE LEAF SAGE1 GAL36" o.c.
SALVIA MELLIFERABLACK SAGE1 GAL48" o.c.
A
RE
Y
EXISTING TREESBOTANICAL NAMECOMMON NAMECONTQTY
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
34 PLANTING LEGEND:
PLANTING LEGEND
LP-1.0
24/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1 1
1UPDATES TO PARKING LOT3/30/23
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
36 42
12/19/2023
Redlands Regular Meeting of 02-20-24
143 of 923
7TH STREET
REDLANDS BLVD.
HATFIELD BUICK
THE DOOR CHRISTIAN FELLOWSHIP
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
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 X X X X X X XX 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 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 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 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 X
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X X X X X X X X X X X X X X X X X X X X X X X
A Y
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24" B.
24" B. 24" B.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING WALL
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.
LIMIT OF WORK AT
EXISTING FENCE
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.
LIMIT OF WORK AT
EXISTING FENCE
THE REDLANDS MILL (OFFICE SPACE)
TREESBOTANICAL NAMECOMMON NAMECONT
CHITALPA TASHKENTENSIS `PINK DAWN`PINK DAWN CHITALPA24" BOX EUCALYPTUS CITRIODORALEMON SCENTED GUM24" BOX
LYONOTHAMNUS FLORIBUNDUS ASPLENIFOLIUS FERNLEAF CATALINA IRONWOOD 15 GAL PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK 24" BOX QUERCUS AGRIFOLIACOAST LIVE OAK24" BOX
EXISTING TREESBOTANICAL NAMECOMMON NAMECONT
PLATANUS RACEMOSACALIFORNIA SYCAMOREEXISTING TO REMAIN
SCHINUS TEREBINTHIFOLIUSBRAZILIAN PEPPEREXISTING TO REMAIN
SYAGRUS ROMANZOFFIANAQUEEN PALMEXISTING TO REMAIN
24" B.
PLANT SCHEDULE (LP-1.1)
WASHINGTONIA FILIFERACALIFORNIA FAN PALMEXISTING TO REMAIN
SHRUBSBOTANICAL NAMECOMMON NAMECONT
AGAVE SHAWIICOASTAL AGAVE15 GALLON
YUCCA WHIPPLEICHAPARRAL YUCCA15 GALLON
SHRUB AREASBOTANICAL NAMECOMMON NAMECONTSPACING
BACCHARIS PILULARIS `PIGEON POINT`COYOTE BRUSH1 GAL36" o.c.
ENCELIA FARINOSABRITTLE BUSH1 GAL36" o.c.
ERIOGONUM ARBORESCENSSANTA CRUZ ISLAND BUCKWHEAT 1 GAL36" o.c.
ERIOGONUM FASCICULATUM `WARRINER LYTLE` WARRINER LYTLE BUCKWHEAT1 GAL36" o.c.
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE1 GAL36" o.c.
LEYMUS TRITICOIDESWILD RYE1 GAL24" o.c.
MUHLENBERGIA RIGENSDEER GRASS1 GAL36" o.c.
SALVIA CLEVELANDII `POZO BLUE`CLEVELAND SAGE1 GAL48" o.c.
A
Y
ROOT BARRIER
EXISTING TREESBOTANICAL NAMECOMMON NAMECONT
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
35 X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
MATCHLINE SEE SHEET LP-1.2
PLANTING PLAN
LP-1.1
25/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1 1
1 1UPDATES TO PARKING LOT3/30/23
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
37 42
12/19/2023
Redlands Regular Meeting of 02-20-24
144 of 923
9TH ST.
ZANJA CHANNEL;
NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
X X X
X X
LIMIT OF WORK
X X X
X X
A B
B
B
B
B
B
A A
A
A
A
X
X
X
X
X
X
X X X X X X X X X X
X X X X X
XXXXXXXX
XXX
XXX
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;
NOT IN SCOPE
X X X
X X
GRADING
SYMBOL
DESCRIPTION
DETAIL
24"X24" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL 2424 B36 BYBROOKS PRODUCTS. JOIN TO 18" HDPE DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.
G-02
G-05 GRADING LEGEND LG-1.2
LIMIT OF WORK
LIMIT OF WORK
24" B.
AA
A
Y
Y
Y
A
A
A
A
A
A
A
A
TREESBOTANICAL NAMECOMMON NAME
ARBUTUS X `MARINA`ARBUTUS MULTI-TRUNK
CHITALPA TASHKENTENSIS `PINK DAWN` PINK DAWN CHITALPA
PLANT SCHEDULE (LP-1.2)
24" B.
24" B.
RERERE
RERE
RERERERE
24" B.
24" B.
24" B.
24" B.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE
TOP OF SLOPE. CONTRACTOR TO
TAKE CARE NOT TO ENCROACH
BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT HINGE POINT
TREE BUFFER:
NO TREES WITHIN
14' OF CHANNEL
TREESBOTANICAL NAMECOMMON NAMECONT
ARBUTUS X `MARINA`ARBUTUS MULTI-TRUNK24" BOX
CHITALPA TASHKENTENSIS `PINK DAWN` PINK DAWN CHITALPA24" BOX KOELREUTERIA PANICULATAGOLDEN RAIN TREE24" BOX
PINUS COULTERICOULTER PINE15 GAL
PINUS PINEAITALIAN STONE PINE24" BOX
PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK 24" BOX PLANT SCHEDULE (LP-1.2)QUERCUS AGRIFOLIACOAST LIVE OAK24" BOX QUERCUS SUBERCORK OAK36" BOX
EXISTING TREESBOTANICAL NAMECOMMON NAMECONT
KOELREUTERIA PANICULATAGOLDEN RAIN TREEEXISTING TO REMAIN
QUERCUS ILEXHOLLY OAKEXISTING TO REMAIN
SHRUBSBOTANICAL NAMECOMMON NAMECONT
24" B.
TREESBOTANICAL NAMECOMMON NAMECONT
PLANT SCHEDULE (LP-1.2)
SHRUBSBOTANICAL NAMECOMMON NAMECONT
AGAVE SHAWIICOASTAL AGAVE15 GALLON
RHAMNUS CALIFORNICA `EVE CASE`CALIFORNIA COFFEEBERRY5 GALLON YUCCA WHIPPLEICHAPARRAL YUCCA15 GALLON
SHRUB AREASBOTANICAL NAMECOMMON NAMECONT
BACCHARIS PILULARIS `PIGEON POINT` COYOTE BRUSH1 GAL
ENCELIA FARINOSABRITTLE BUSH1 GAL
ERIOGONUM ARBORESCENSSANTA CRUZ ISLAND BUCKWHEAT 1 GAL
GALVEZIA SPECIOSAISLAND BUSH SNAPDRAGON1 GAL
JUNCUS PATENS `ELK BLUE`SPREADING RUSH4" POT
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE1 GAL LEYMUS TRITICOIDESWILD RYE1 GAL
MUHLENBERGIA RIGENSDEER GRASS1 GAL
SALVIA CLEVELANDII `POZO BLUE`CLEVELAND SAGE1 GAL
SALVIA MELLIFERABLACK SAGE1 GAL
A
RE
Y
ROOT BARRIER
PLANT SCHEDULE (LP-1.2)
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
36 X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
MATCHLINE SEE SHEET LP-1.3
MATCHLINE SEE SHEET LP-1.1
PLANTING PLAN
LP-1.2
26/28
THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.
INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 38
12/19/2023
Redlands Regular Meeting of 02-20-24
145 of 923
CHURCH ST.
ZANJA CHANNEL;NOT IN SCOPE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
BB
B
B
B
B
26'27'
30'
44'
17'
16'
30'
30'
SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;NOT IN SCOPE
10'5'-6"
SBCFCD R.O.W.
DG PATH
LANDSCAPE
SWALELANDSCAPE
2.0% MAX.
10:1 MAX.
3:1 MAX.
12'2'-6"
7'-3"
SWALE
3'-5"
LAND
SCAPE
4" MIN.
1.0% MIN.
2'-9"
2.0% MAX.
12'
STABILIZED
PATH1.0% MIN.
7'-6"
LANDSCAPE
5'
SWALE
4" MIN.
5'16'
LANDSCAPE
15'-6"
SWALE
6" MIN.
DEPTH
RERE
RERE
RE RE
RE
RERE
RERE
RE
RERE
RERE
RERE
RE
24" B.
24" B.
24" B.24" B.
24" B.
24" B.
24" B.
24" B.
TOP OF SLOPE. CONTRACTOR TO
TAKE CARE NOT TO ENCROACH
BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL. LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE
LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK TO BE AT HINGE POINT.
TREE BUFFER:
NO TREES WITHIN
14' OF CHANNEL
TREESBOTANICAL NAMECOMMON NAMECONT
ARBUTUS X `MARINA`ARBUTUS MULTI-TRUNK24" BOX
CHITALPA TASHKENTENSIS `PINK DAWN`PINK DAWN CHITALPA24" BOX LYONOTHAMNUS FLORIBUNDUS ASPLENIFOLIUS FERNLEAF CATALINA IRONWOOD 15 GAL PINUS COULTERICOULTER PINE15 GAL
PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK 24" BOX QUERCUS AGRIFOLIACOAST LIVE OAK15 GAL
QUERCUS ENGLEMANNIIENGELMANN OAK24" BOX
QUERCUS SUBERCORK OAK36" BOX
SAMBUCUS NIGRACOMMON ELDERBERRY24" BOX
EXISTING TREESBOTANICAL NAMECOMMON NAMECONT
EUCALYPTUS SPP.EXISTING GUM TREEEXISTING TO REMAIN
15 G.
PLANT SCHEDULE (LP-1.3)
SHRUBSBOTANICAL NAMECOMMON NAMECONT
RHAMNUS CALIFORNICA `EVE CASE`CALIFORNIA COFFEEBERRY5 GALLON
SHRUB AREASBOTANICAL NAMECOMMON NAMECONT
ENCELIA FARINOSABRITTLE BUSH1 GAL
ERIOGONUM FASCICULATUM `WARRINER LYTLE` WARRINER LYTLE BUCKWHEAT1 GAL ERIOGONUM GRANDE RUBESCENSRED BUCKWHEAT1 GAL
GALVEZIA SPECIOSAISLAND BUSH SNAPDRAGON1 GAL
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE1 GAL LEYMUS TRITICOIDESWILD RYE1 GAL
MUHLENBERGIA RIGENSDEER GRASS1 GAL
SALVIA LEUCOPHYLLA `POINT SAL SPREADER` PURPLE LEAF SAGE1 GAL SALVIA MELLIFERABLACK SAGE1 GAL
RE
Revisions
SYMBOLDESCRIPTION
LIMIT OF WORK
SBCFCD RIGHT OF WAY
PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
0102040
1" = 20'-0"SCALE :
NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"
BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.
ELEVATION = 1370.856'
2301-LS
NOT FOR CONSTRUCTION
37 X X X
X
X
X
X
X
KEYMAP:
NTS
Church St.
9th St.
7th St.Redlands Blvd.
MATCHLINE SEE SHEET LP-1.2
PLANTING PLAN
LP-1.3
27/28
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 39
12/19/2023
Redlands Regular Meeting of 02-20-24
146 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
NOT FOR CONSTRUCTION
38 PREVAILING
WIND
NATIVE TREE PLANTING
1 2
3 4
56 7
8 9
10 PLANTING BACKFILL PER NOTES AND / OR
SPECIFICATIONS.
ROUGHEN SIDES AND BOTTOM OF PIT.
FINISHED GRADE.
"CINCH-TIE" MANUFACURED BY V.I.T. COMPANY,
INC. OR EQUAL. ATTACH PER MANUFACTURER'S
SPECIFICATIONS AND SECURE WITH FURRING
NAIL AT STAKE.
2 INCH MULCH LAYER.
ROOTBALL SLIGHTLY HIGHER THAN FINISHED
GRADE.
(2) TWO-2" DIA. X 8' LONG LODGEPOLE STAKES.
NOTE: USE TWO STAKES FOR TREES 15 GALLON
AND LARGER.
PLANTING TABLETS PER NOTES AND/OR
SPECIFICATIONS.
SOIL BALL RESTING ON FIRM SOIL TO AVOID
SETTLING. 2x ROOT BALL
2"(1M) 3'-0" MIN.
1 2
3 4
5 6
7 8
9 10
LEGEND:
A. FOR NATIVE TREE PLANTING BACKFILL -REFER TO RECOMMENDATIONS FROM LAB. IN GENERAL;
MIX ORGANIC MULCH WITH HALF AND HALF OF THE NATIVE SOIL REMOVED FROM HOLE AND BACKFILL HOLE WITH THE PRE-MIXED SOIL AND MULCH.
B. KEEP MULCH 2-3" FROM THE TRUNK OF THE SHRUB, TYPICAL WATER BASIN; TAMP TO FORM A 6" SOIL BERM
AROUND BASE OF THE SHRUB 24" OUTSIDE OF
THE DRIPLINE (THE OUTERMOST EDGE OF
BRANCHING)
NOTES:
1 A.CONTRACTOR SHALL INSTALL
AND ASSEMBLE ROOT BARRIER
PER MANUFACTURERS
RECOMMENDATIONS
ROOT BARRIER
1 2
3 4
5 1
24" DEEP ROOT BARRIER PER
PLANTING NOTES. EXTEND
12'-0" FROM TRUNK OF TREE IN
EACH DIRECTION ALONG FACE
OF PAVING, CURB, WALL, ETC.
ADJACENT SURFACE PER PLAN
EXTEND TOP OF ROOT
BARRIER 1/2" MINIMUM ABOVE
FINISHED GRADE.
TREE PLANTING & STAKING
PER DETAIL 1/LP-2.0
CONCRETE CURB PER CIVIL
PLANS (WHERE APPLICABLE).
1 2
3 4
5 LEGEND:
NOTES:
2 GROUND COVER SAMPLE DETAIL
EQ
EQEQ
1 2
3 4
5 6
6 7
8 EXISTING SUBGRADE.
AMENDED PLANTING BACKFILL
PER PLANTING NOTES.
ROOTBALL SLIGHTLY HIGHER
THAN FINISHED GRADE.
FINISHED GRADE.
2-INCH MULCH LAYER
EQUAL TRIANGULAR SPACING
REQUIRED BETWEEN PLANTS.
(REFER TO PLANT LEGEND FOR
ON CENTER SPACING)
EDGE OF PLANTING AREA.
DISTANCE FROM EDGE OF
PLANTER TO CENTER OF PLANT
TO BE 1/2 THE SPECIFIED
SPACING.
1 2
3 4
5 6
7 8
3"6"
LEGEND:
4 A. FOR BACKFILL-REFER TO RECOMMENDATIONS FROM LAB. IN GENERAL; MIX ORGANIC MULCH WITH HALF AND HALF OF THE
NATIVE SOIL REMOVED FROM HOLE AND BACKFILL HOLE WITH
THE PRE-MIXED SOIL AND MULCH.
B. KEEP MULCH 2-3" FROM THE TRUNK OF THE SHRUB, TYPICAL NOTES:
LEGEND:
NATIVE SHRUB PLANTING
1 2
3 4
5 6
7 8
PLANTING BACKFILL PER NOTES
ROUGHEN SIDES AND BOTTOM OF PIT
FINISHED GRADE
2" LAYER MULCH- MULCH TYPE PER PLANTING NOTES
ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE
WATER BASIN; TAMP TO FORM A 6" SOIL BERM AROUND
BASE OF THE SHRUB 24" OUTSIDE OF THE SHRUB
DRIPLINE (THE OUTERMOST EDGE OF BRANCHING)
SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING
FOR SLOPE CONDITIONS CHAMFER SLOPE TO
PREVENT EROSION
2x ROOT BALL, TYPICAL
1 2
3 4
5 6
7 8
3 1. CONTRACTOR SHALL REVIEW ALL PLANTING DRAWINGS, SPECIFICATIONS, AND INSTALLATION DETAILS BEFORE BEGINNING WORK.
2. NO TREES SHALL BE PLANTED WITHIN 14' OF EXISTING ZANJA CHANNEL. DISTANCE SHALL BE MEASURED FROM TOP OF CHANNEL SLOPE.
3. NO WORK SHALL BE COMPLETED WITHIN ZANJA CHANNEL. CONTRACTOR SHALL BE
DILIGENT TO MAKE NO IMPACT TO ZANJA CHANNEL DURING ALL PHASES OF CONSTRUCTION.
4. ALL PLANTING MATERIAL LOCATED WITHIN S.B.C.F.C. RIGHT OF WAY SHALL BE NATIVE TO CALIFORNIA.
5. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING.
6. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND THE TECHNICAL SPECIFICATIONS OF THE PROJECT; AND IF NECESSARY, OTHER GOVERNING AGENCIES THAT HAVE ISSUE WITH THE SITE.
7. CONTRACTOR SHALL NOTIFY INSPECTOR OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK.
8. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A SLOPE OF 1% MIN. AND NO GREATER THEN
4.98% MAX. SLOPE AWAY FROM STRUCTURES AND PAVING, AND DIRECT FLOW TOWARDS THE PLANTING AREAS ADJACENT TO THE PROPERTY LINE OR STREET.
CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE.
9. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL.
10. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER,
LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE.
11. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS EMPLOYEES AND SUBCONTRACTORS.
12. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM EIGHT (8) LOCATIONS IN DIFFERENT AREAS OF THE PROPOSED TRAIL; AT 6" TO 10" DEPTH, MIXED TOGETHER TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. TEST SHALL BE
CONDUCTED BY A FIRM APPROVED BY PROJECT LANDSCAPE ARCHITECT AND SHALL
INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY, ORGANIC CONTENT, N, P, K; PH; EC; SOIL TEXTURE; AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH THE PROJECT
LANDSCAPE ARCHITECT AND THE INSPECTOR WITH A COPY OF TEST RESULTS AND
RECEIVE WRITTEN APPROVAL FOR AMENDMENTS OF SOIL PREPARATION PRIOR TO INSTALLATION. FOR SOIL PREPARATION; THE AMENDMENTS ARE TO BE MIXED INTO THE TOP 6" OF SOIL AT THE PLANTING AREAS ALONG TRAIL SHOWN PER PLAN AND ON SLOPES GREATER THAN 3:1.
THE FOLLOWING AMENDMENT MIXES ARE FOR CONTRACTOR BID PURPOSES AND TO BE
MODIFIED PER SOIL ANALYSIS RECOMMENDATIONS AS NECESSARY FOR NATIVE SHRUB PLANTING:
A) BID MIX FOR SHRUB BED AREAS:SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET:
- 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'HUMIC COMPOST' BY AGRI-SERVICE (800-262-4167) OR APPROVED EQUAL. - 20 LBS. GRO-POWER PLUS
- 100 LBS. GYPSUM
B) BID MIX FOR PLANT PIT BACKFILL AREAS:
PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS FOLLOWS PER CUBIC YARD:
- 70% OF NATIVE SOIL
- 30% NITROGEN STABILIZED ORGANIC AMENDMENT: 'HUMIC COMPOST' BY AGRI-SERVICE (800-262-4167) OR APPROVED EQUAL.
- 16 LBS GRO-POWER PLUS
- 2 LBS. FERROUS SULFATE
THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT.
C) LEACHING:
SOIL LEACHING SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL
DURATION AND SOIL AMENDMENTS FOR LEACHING (IF RECOMMENDED BY THE
CONTRACTOR'S PROVIDED SOILS REPORT) WILL BE BASED ON SOIL ANALYSIS PROVIDED BY THE APPROVED SOILS LABORATORY. CONTRACTOR SHALL FURNISH
THE LANDSCAPE ARCHITECT WITH A COPY OF THE RECOMMENDATIONS AND RECEIVE
WRITTEN APPROVAL FOR LEACHING AND AMENDMENTS PRIOR TO THE START OF THE LEACHING PROCESS.
THE CONTRACTOR SHALL ASSUME ONE ROUND OF SOIL LEACHING AND RETESTING OF LEACHED SOIL PRIOR TO PLANTING. SUBSEQUENT LEACHING MAY BE REQUIRED.
PRIOR TO LEACHING; CONTRACTOR TO APPLY GYPSUM AND LEACH FOR A MINIMUM OF TWO WEEKS.
13. UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB AND/ OR GROUNDCOVER AS INDICATED BY THE PLANS. GROUNDCOVER SHALL BE INSTALLED WITH TRIANGULAR SPACING TO WITHIN 12" OF TREE OR SHRUB STEMS.
14. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE
SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER , TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES.
15. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED.
16. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. ALL WEEDS SHALL BE REMOVED.
REPEAT PROCESS IF WEEDS PERSIST.
17. PERCOLATION TEST SHALL BE CONDUCTED, AND MUST COMPLY WITH "GREENBOOK" "CLASS A" TOPSOIL PERMEABILITY RATE REQUIREMENTS.
18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY LANDSCAPE ARCHITECT DUE TO CONDITION, FORM OR DAMAGE BEFORE AND OR DURING CONSTRUCTION.
19. TREES LOCATED WITHIN 10' (TEN FEET) OF WALKWAYS OR OTHER SURFACE
IMPROVEMENTS SHALL BE INSTALLED WITH ROOT BARRIERS ADJACENT TO THE WALKWAY OR SURFACE IMPROVEMENT. DO NOT INSTALL ROOT BARRIERS AROUND THE ROOTBALL. THE LENGTH OF THE ROOT BARRIER SHALL BE A MINIMUM OF 10' (TEN FEET) FROM THE CENTER OF THE TRUNK IN BOTH DIRECTIONS OF THE TREE. ROOT
BARRIERS SHALL BE MADE OF A RIB SYSTEM, POLYPROPYLENE MATERIAL WITH A MINIMUM THICKNESS OF 0.08 INCH AND A MINIMUM DEPTH OF 24 INCHES. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT" OR EQUIVALENT.
20. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW RELEASE FORMULATION).
21. ALL PLANTING BEDS SHALL HAVE (3) THREE INCH MINIMUM THICK MULCH LAYER.
MULCH SHALL BE FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL.
CONTRACTOR SHALL SUBMIT SAMPLE TO THE PROJECT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DELIVERY TO THE JOB SITE.
22. ALL PLANTING SHALL BE GUARANTEED THROUGH THE MAINTENANCE PERIOD. TREES, SHRUBS, AND GROUNDCOVERS SHALL SHALL HAVE A 90 DAY MAINTENANCE PERIOD
AND BE GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD COMPLETION.
23. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD.
24. CONTRACTOR SHALL BID FOR ADDITIONAL PLANT MATERIAL LISTED BELOW; IF ALL
MATERIALS ARE NOT USED, THE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. THE CONTRACTOR SHALL BID THE FOLLOWING MATERIAL IN ADDITION TO PLANTS SHOWN ON ATTACHED PLANS:
150 -1 GALLON STOCK OF VARIETY OF SHRUBS & GROUNDCOVERS 50 - 5 GALLON STOCK OF VARIETY OF SHRUBS & GROUNDCOVERS 15 - 15 GALLON TREES OR SHRUBS
5 - 24" BOX TREES
25. ALL PROPOSED TREES TO RECEIVE BUBBLER IRRIGATION. ALL PROPOSED SHRUB AREAS TO RECEIVE DRIP IRRIGATION; SEE IRRIGATION PLAN.
26. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL PLANTING AREAS PRIOR TO THE INSTALLATION OF ANY MATERIALS. THE CONTRACTOR SHALL LAYOUT ALL PLANT
MATERIAL IN THE FIELD PER THE PLANTING PLANS FOR REVIEW AND APPROVAL BY THE
LANDSCAPE ARCHITECT BEFORE EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PLANTS SHALL BE LOCATED IN THE FIELD BY THE
CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THEIR ARRIVAL AT THE SITE.
27. GROUND COVER PLANTS SHALL BE WELL ROOTED WITH RUNNERS MINIMUM 4" LONG.
PLANTING NOTES:
PLANTING DETAILS AND NOTES
LP-2.0
28/28
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 40
12/19/2023
Redlands Regular Meeting of 02-20-24
147 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
NOT FOR CONSTRUCTION
39 PLANTING SPECIFICATIONS
LP-2.1
28/28
PLANTING SPECIFICATIONS
PART I GENERAL
1.01 GENERAL REQUIREMENTS
A. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS.
B. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES. ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTION.
C. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS.
D. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN.
1.02 ORDINANCES AND REGULATIONS
A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULATIONS
GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY
INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING
CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT
WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/OR DRAWINGS CALL FOR,
OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF BETTER
QUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFICATIONS AND/OR
DRAWINGS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS.
B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS.
1.03 SCOPE OF WORK
A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND
TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT
DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY.
B. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE
PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT.
C. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DRAWINGS.
D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING.
1.05 SCHEDULE OF WORK
A. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL
BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL
CONDITIONS ARE SUITABLE, IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE.
1.06 COORDINATION
A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND THE SITE.
FAILURE TO DO SO PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS AND
RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE.
B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT.
THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS.
1.07 STANDARDS
A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH SOUND NURSERY PRACTICE. PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH
PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. THE CONTRACTOR SHALL PROVIDE THE NAME, ADDRESS AND PHONE NUMBER OF THE JOB SUPERVISOR FOR 24 HOUR AVAILABILITY.
THE SUPERVISOR SHALL BE AVAILABLE TO ALLEVIATE EMERGENCY SITUATIONS
AS THEY ARISE AND SHALL BE ON THE JOB SITE WHEN EVER PLANTING IS IN PROGRESS.
B. PROVIDE PLANT MATERIALS TRUE TO NAME AND VARIETY ESTABLISHED BY "SUNSET WESTERN GARDEN BOOK", PUBLISHED BY LANE PUBLISHING, MENLO PARK, CA (MOST CURRENT EDITION).
C. PLANT MATERIALS SHALL COMPLY WITH THE RECOMMENDATIONS AND
REQUIREMENTS OF ANSI STANDARDS FOR TYPE AND SPECIES CALLED FOR ON PLANTING PLAN. PROVIDE SINGLE STEM TREE EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED.
1.08 SUBSTITUTIONS
A. NO SUBSTITUTIONS OF PLANT MATERIALS OR OTHER CONSTRUCTION
MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF PLANT MATERIAL SUBSTITUTIONS ARE ACCEPTED
AND ARE OF LESS VALUE THEN THOSE INDICATED OR SPECIFIED, THE
CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT.
B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT
TO CHANGE THE SPECIES, VARIETY, AND/OR SIZES OF PLANT MATERIALS TO BE
FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF THE PLANTS IN THE ORIGINAL BID. THE CONTRACTOR
SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE PLANTING OPERATION COMMENCING. CHANGES IN THE SIZE OR VARIETY OF
ANY PLANT MATERIAL FURNISHED THAT REQUIRES A REDUCTION OR ADDITION
IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST PRIOR TO PLANTING.
1.09 REJECTIONS
A. ANY MATERIAL AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE
LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE
REDONE IN A TIMELY MANNER AND APPROVED BY THE OWNERS
REPRESENTATIVE. THIS INCLUDES MATERIALS THAT HAVE BEEN PLANTED WITHOUT PRIOR ACCEPTANCE.
1.10 PROTECTION OF PLANTS, EXISTING WORK AND IMPROVEMENTS A. THROUGHOUT CONSTRUCTION AND MAINTENANCE THE CONTRACTOR SHALL
TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO UTILITIES,
PAVING, PLANTING, STRUCTURES, FIXTURES, DRAINAGE AND IRRIGATION LINES, ETC.. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL
DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER.
B. EXISTING PLANT MATERIALS, PLANTING AREAS AND PLANTS SHALL BE
PROTECTED AGAINST TRESPASSING, THEFT, VANDALISM AND DAMAGE OF ANY KIND. IF ANY PLANTS BECOME DAMAGED, STOLEN OR INJURED THEY SHALL BE TREATED OR REPLACED AT THE CONTRACTORS EXPENSE. REPLACEMENT
PLANTS SHALL BE OF EQUAL VALUE OF THE ORIGINAL PLANT MATERIAL OR IF
NO REPLACEMENT IS AVAILABLE, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COST OF THE MATERIAL AND INSTALLATION. THE LANDSCAPE
ARCHITECT SHALL BE THE RESPONSIBLE PARTY IN DETERMINING THE
CONDITION OF THE PLANT MATERIAL, SIZE OF REPLACEMENT AND /OR COST COMPENSATION.
1.11 CLEAN-UP
A. DURING THE COURSE OF PLANTING OPERATIONS, EXCESS CONSTRUCTION
WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF-SITE AT A LEGAL DISPOSAL SITE.
B. PRIOR TO NOTICE OF COMPLETION, THE ENTIRE LANDSCAPED AREA SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.
1.12 SITE OBSERVATIONS
A. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENTS FOR ALL SITE OBSERVATIONS.
B. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT SHALL BE SCHEDULED AS SPECIFIED IN THE NOTES ON PLANS OR AS DIRECTED BY THE OWNER.
C. OBSERVATIONS SHALL BE CALLED FOR AT THE END OF ALL PLANTING
OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, WORKMANSHIP, AND CLEANUP. CONTRACTOR SHALL
SECURE WRITTEN VERIFICATION OF OBSERVATION DATA, AND MAKE ANY
CORRECTIONS REQUIRED TO WORK BEFORE BEGINNING THE MAINTENANCE PERIOD.
D. IN THE EVENT THE CONTRACTOR REQUESTS OBSERVATION OF WORK AND SAID
WORK IS INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVATION COSTS INCURRED BY THE LANDSCAPE ARCHITECT.
1.13 FINAL SITE OBSERVATION AND ACCEPTANCE
A. FINAL SITE OBSERVATION OF PLANTING WILL BE MADE AT THE CONTRACTORS REQUEST AND UPON COMPLETION OF THE MAINTENANCE PERIOD.
B. THE WORK UNDER THIS CONTRACT WILL BE ACCEPTED BY THE LANDSCAPE
ARCHITECT UPON THE SATISFACTORY COMPLETION OF ALL WORK, INCLUDING MAINTENANCE, BUT EXCLUSIVE OF THE GUARANTEE OF PLANT MATERIALS.
1.14 GUARANTEE AND REPLACEMENT
A. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS PLANTED UNDER THIS
CONTRACT SHALL BE IN GOOD, HEALTHY AND FLOURISHING CONDITION OF
ACTIVE GROWTH AT THE END OF ONE GROWING YEAR FROM THE DATE OF ACCEPTANCE. ALL OTHER PLANT MATERIALS SHALL BE GUARANTEED UNTIL FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD.
B. ALL DEAD PLANTS AND ALL PLANTS THAT LOSE MORE THAN 30% OF THEIR
ORIGINAL LEAVES, OR AS DETERMINED BY THE OWNER'S REPRESENTATIVE SHALL BE REPLACED WITHOUT COST TO THE OWNER WITHIN (10) DAYS OF NOTICE.
C. REPLACEMENT PLANT MATERIAL AND SEEDING SHALL BE OF COMPARABLE QUALITY AND SIZE TO THAT WHICH WAS ORIGINALLY INSTALLED. ALL PLANT
MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT.
1.15 SUBMITTALS
A. SUBMIT LIST WITH SOURCES AND QUANTITIES TO LANDSCAPE ARCHITECT OF
SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, MULCH, SEEDS, AND SOD WITH QUANTITIES OF EACH TO BE USED ON THE JOB. RETAIN AND SUBMIT RECEIPTS AS REQUESTED BY THE LANDSCAPE ARCHITECT.
1.16 PUBLIC SAFETY
A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF
ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNIA/OSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT AND HIS
CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. WE DO NOT DIRECT THE CONTRACTORS OPERATIONS AND WE
CAN NOT BE RESPONSIBLE FOR PERSONNEL OTHER THAN OUR OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE
CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE.
1.17 AS-BUILT INFORMATION
A. A SET OF CONTRACT DRAWINGS THAT ARE VERIFIED BY THE CONTRACTOR TO
BE AN 'APPROVED SET' OF THE GOVERNING AGENCY SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE PLANS. IF NEW WORK OR WORK AS
SHOWN ON THE PLANS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION ON THE RECORD DRAWINGS. THE MARKED DRAWINGS SHALL BE
KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT DRAWINGS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE.
PART 2 - MATERIALS
2.01 PLANT MATERIALS
A. ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD
HORTICULTURAL PRACTICES, AND SHALL BE GROWN UNDER CLIMATIC
CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST ONE YEAR.
B. PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE NORMAL HABITS OF GROWTH. THEY SHALL BE FREE OF DISEASE, INSECT
PESTS OR THEIR EGGS, SUN-SCALE INJURES, ABRASIONS OR DISFIGUREMENTS, AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS.
C. TREES SHALL HAVE STRAIGHT TRUNKS UNLESS OTHERWISE SPECIFIED, WITH THE LEADER INTACT, UNDAMAGED, AND UNCUT. DAMAGED OR PRUNED TERMINAL LEADERS WILL BE CAUSE FOR REJECTION. PLANTS SHALL NOT BE
PRUNED PRIOR TO DELIVERY EXCEPT UPON THE SPECIAL APPROVAL OF THE LANDSCAPE ARCHITECT .
D. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PLANTING PLAN EXCEPT THAT PLANTS LARGER THAN SPECIFIED MAY BE USED.
USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE .
E. CONTAINER STOCK (5,15 GAL., AND BOX SIZES) SHALL HAVE GROWN IN THE CONTAINERS IN WHICH DELIVERED FOR AT LEAST 6 MONTHS BUT NOT OVER
TWO YEARS, AND SHALL IN NO CASE BE ACCEPTED IF A ROOT BOUND CONDITION HAS BECOME PREVALENT.
E. CONTAINER STOCK SHALL IN NO CASE BE ACCEPTED IF A ROOT BOUND CONDITION HAS BECOME PREVALENT.
F. CONTAINER STOCK SHALL BE ESTABLISHED IN THE POTS AS FOLLOWS:
1. 1 GAL, FOR AT LEAST 2 MONTHS BUT NOT OVER 2 YEARS
2. 5,15 GAL., AND BOX SIZES FOR AT LEAST 6 MONTHS BUT NOT OVER TWO YEARS
2.02 LANDSCAPE MATERIALS
A. "PLANTING TABLETS" SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW RELEASE FORMULATION).
B. "MULCH" SHALL BE 'FOREST FINES' AVAILABLE THROUGH AGRISERVICE.
C. "HERBICIDE" SHALL BE ROUND-UP BY MONSANTO CORPORATION OR EQUIVALENT.
D. "PRE-EMERGENT" HERBICIDE SHALL BE TREFLAN, SURFLAN, EPTAN OR EQUIVALENT.
E. "NAILS", "WIRE", "HARDWARE", "STAPLES", AND "TURNBUCKLES" SHALL BE HOT DIPPED GALVANIZED.
F. "TREE STAKES" SHALL BE 2" DIAMETER BY 8' LENGTH COPPER NAPTHENATE
TREATED LODGE POLE PINE STAKES, OR EQUAL, ACCORDING TO THE FOLLOWING SCHEDULE:
15 GALLON: 1 - 8' STAKE
24" BOX: 2 - 10' STAKES
36" BOX: GUY WIRES
G. "EROSION CONTROL FABRIC BLANKET" NOT USED
H. "ROOT BARRIERS": SHALL BE MADE OF A RIB SYSTEM, POLYPROPYLENE MATERIAL WITH A MINIMUM THICKNESS OF 0.08 INCH AND A MINIMUM DEPTH OF 24 INCHES. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT" OR EQUIVALENT.
PART 3 - INSTALLATION
3.01 GENERAL REQUIREMENTS
A. INSTALLER MUST EXAMINE THE SUBGRADE, VERIFY THE ELEVATION AND OBSERVE THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. IF SITE
CONDITIONS VARY FROM THOSE SHOWN ON THE DRAWINGS, CONTRACTOR
SHALL NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR BEFORE COMMENCING WORK.
B. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED OR
FORESEEN SUCH AS, BUT NOT LIMITED TO PAVING, RUBBLE FILL, ENGINEERING
FILL, ADVERSE DRAINAGE CONDITIONS, TOXIC SUBSTANCES OR
OBSTRUCTIONS, NOTIFY OWNER'S REPRESENTATIVE BEFORE PLANTING.
3.02 WEED KILL
A. IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER.
B. WHEN ALL WEEDS HAVE PERISHED AND THE ACTIVE PERIOD OF HERBICIDE HAS
EXPIRED ALL WEEDS SHALL BE COMPLETELY TURNED UNDER BY PLOWING, ROTOTILLING OR OTHER MECHANICAL MEANS. IF PERSISTENT REPEAT APPLICATION TO ASSURE ERADICATION.
C. ALL HERBICIDE APPLICATIONS SHALL BE PERFORMED BY A LICENSED AND
BONDED OPERATOR
D. APPLY PRE-EMERGENT HERBICIDE AS NOTED UNDER MATERIALS AND AT THE RATES AS SPECIFIED BY THE MANUFACTURER.
3.03 SOIL PREPARATION
A. SOIL PREPARATION SHALL OCCUR NOT MORE THAN 30 DAYS PRIOR TO PLANTING. ALL PLANTING AREAS WITH ASPHALT, ENGINEERED FILL OR OTHER
DELETERIOUS MATERIAL SHALL BE THOROUGHLY DUG OUT THROUGH SUB-BASE MATERIAL AND BACKFILLED WITH TOPSOIL.
B. SOIL TEST:
1. AFTER ROUGH GRADING CONTRACTOR SHALL PROVIDE A SOIL TEST.
2. SOIL SAMPLES SHALL BE TAKEN AT 6" TO 10" DEPTH, MIXED TOGETHER TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS.
3. SOIL TEST SHALL BE CONDUCTED BY WALLACE LABS, INC. OR APPROVED EQUAL.
4. SOIL TEST SHALL INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ,ORGANIC CONTENT, N, P, K; PH; EC; SOIL TEXTURE; AND
RECOMMENDATIONS FOR AMENDMENTS, LEACHING, MULCHING, AND MAINTENANCE FERTILIZATION.
5. CONTRACTOR SHALL FURNISH THE PROJECT LANDSCAPE ARCHITECT AND
THE OWNER'S REPRESENTATIVE WITH A COPY OF TEST RESULTS AND
RECEIVE WRITTEN APPROVAL FOR AMENDMENTS / SOIL PREPARATION
PRIOR TO INSTALLATION
C. SOIL PREPARATION:
1. THE AMENDMENTS ARE TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN 3:1.
2. PER
CITY OF REDLANDS WATER EFFICIENT LANDSCAPE REGULATIONS,
SOIL PREPARATION SHALL INCLUDE A MINIMUM THREE-INCH LAYER OF MULCH ON ALL EXPOSED SOIL SURFACES.
3. PER CITY OF REDLANDS WATER EFFICIENT LANDSCAPE REGULATIONS,
SOIL PREPARATION SHALL INCLUDE COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA.
D. THE FOLLOWING AMENDMENT MIXES ARE FOR CONTRACTOR BID PURPOSES (AND TO BE MODIFIED PER SOIL ANALYSIS RECOMMENDATIONS AS NECESSARY):
BID MIX FOR SHRUB BED :
SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET:
- 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'HUMIC COMPOST' BY AGRI-SERVICE (800-262-4167) OR APPROVED EQUAL.
- 20 LBS. GRO-POWER PLUS
- 100 LBS. GYPSUM
BID MIX FOR PLANT PIT BACKFILL AREAS:
PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS FOLLOWS PER CUBIC YARD:
- 70% OF NATIVE SOIL
- 30% NITROGEN STABILIZED ORGANIC AMENDMENT: 'HUMIC COMPOST' BY AGRI-SERVICE (800-262-4167) OR APPROVED EQUAL.
- 16 LBS GRO-POWER PLUS
- 2 LBS. FERROUS SULFATE
THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT.
LEACHING:
CONTRACTOR SHALL ASSUME ONE ROUND OF SOIL LEACHING AND RETESTING OF LEACHED SOIL PRIOR TO PLANTING. PRIOR TO LEACHING; CONTRACTOR TO APPLY GYPSUM AND LEACH FOR A MINIMUM OF TWO WEEKS.APPLY SOIL
AMENDMENTS RECOMMENDED IN SOILS TEST, EVENLY AND AT THE SPECIFIED APPLICATION RATES. SEE CONTRACT DOCUMENTS FOR SPECIFIC RECOMMENDATIONS.
- ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. - SLOPES STEEPER THAN 3:1 SHALL BE RAKED, BUT SHALL NOT RECEIVE SOIL AMENDMENTS EXCEPT AT EACH PLANT PIT BACKFILL.
3.04 FINISH GRADING
A. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE.
B. FINISHED GRADES SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN REGULARLY AS NOTED ON THE CONSTRUCTION DOCUMENTS OR AT A MINIMUM OF 2%, AWAY FROM BUILDINGS, WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS.
C. FINISHED GRADES SHALL BE A MINIMUM OF 2" BELOW IN GROUND COVER/SHRUB BEDS. WHERE DRAINAGE FLOW IS INTERRUPTED BY MOW
STRIPS, TRANSITION TO LEVEL WITH GRADE AT THESE LOCATIONS SO AS NOT TO OBSTRUCT FLOW. WHERE PAVEMENT OBSTRUCTS FLOW, CONTRACT THE OWNER FOR DIRECTION.
3.05 LAYOUT
A. LAYOUT OF ALL TREES, SHRUB MASSES, AND OTHER LANDSCAPE ELEMENTS
SHALL BE STAKED BY THE CONTRACTOR IN THE FIELD FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
B. PLANT ARRANGEMENTS ARE SHOWN ON DRAWINGS. HOWEVER, FINAL
LOCATION AND/OR ORIENTATION OF ANY OR ALL PLANTS SHALL BE AS DIRECTED BY THE LANDSCAPE ARCHITECT . CONTRACTOR SHALL MAKE ANY
CHANGES IN LOCATIONS OF PROPOSED PLANTING, AS MAY BE REQUIRED, WITHOUT ADDITIONAL COST TO THE OWNER.
C. PRIOR TO PLANTING, CONTRACTOR SHALL SURVEY SITE FOR POTENTIAL PLANT MATERIAL CONFLICTS. POTENTIAL CONFLICTS INCLUDE, BUT ARE NOT LIMITED
TO PLANT MATERIAL OBSTRUCTIONS TO SIGNS, ROOF OVERHANGS,
PEDESTRIAN AND VEHICULAR TRAFFIC, ROTOR SPRAY HEADS AND
SLOPE/LEVEL AREAS WHICH DIFFER IN ELEVATION OF CONFIGURATION FROM EXISTING SITE PLANTING CONDITIONS.
D. TREES LOCATED WITHIN 10' (TEN FEET) OF WALKWAYS OR OTHER SURFACE
IMPROVEMENTS SHALL BE INSTALLED WITH ROOT BARRIERS ADJACENT TO THE WALKWAY OR SURFACE IMPROVEMENT. DO NOT INSTALL ROOT BARRIERS AROUND THE ROOTBALL. THE LENGTH OF THE ROOT BARRIER SHALL BE A MINIMUM OF10' (TEN FEET) FROM THE CENTER OF THE TRUNK IN BOTH DIRECTIONS OF THE TREE.
E. ALL PLANTING BEDS SHALL HAVE THREE INCH MIN. THICK MULCH LAYER UNLESS OTHERWISE SPECIFIED ON PLANS. MULCH SHALL BE FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT
SAMPLE TO THE PROJECT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DELIVERY TO THE JOB SITE.
3.06 EXCAVATION OF PLANTING PITS AND BEDS
A. ALL EXCAVATED HOLES SHALL HAVE ROUGHENED SURFACES, NOT GLAZED, AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS.
B. UNDER NO CIRCUMSTANCES SHALL ANY PLANT PIT OR BED REMAIN OPEN OVERNIGHT UNLESS IT IS PROPERLY BARRICADED.
C. FILL EXCAVATIONS FOR ALL REPRESENTATIVE SITE CONDITIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW TO PERCOLATE OUT OVER A 12 HOUR PERIOD. REFILL HOLE AND IF WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE SECOND FILLING, CONTACT LANDSCAPE ARCHITECT FOR DIRECTION.
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 41
12/19/2023
Redlands Regular Meeting of 02-20-24
148 of 923
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.
CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:
FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:
PR, LD, CT
CHECKED BY:
CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
NOT FOR CONSTRUCTION
40 PLANTING SPECIFICATIONS
LP-2.2
28/28
PLANTING SPECIFICATIONS CONT.
3.07 PLANTING
A. CONTRACTOR SHALL IMMEDIATELY, UPON AWARD OF THE CONTRACT, ORDER,
LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE.
B. AFTER PLANTING PITS HAVE BEEN DUG, ADD "PLANTING TABLETS" TO THE PLANTING PITS ACCORDING TO THE FOLLOWING SCHEDULE:
ROOTED CUTTINGS, LINERS, 4 INCH POTS:
PLANT SIZE AMOUNT
1 GALLON2-10 GRAM. TABLETS
5 GALLON 3-10 GRAM. TABLETS 15 GALLON / 24" BOX6-10 GRAM. TABLETS
24" BOXVERIFY FROM MANUFACTURER
QUANTITY TO USE
36" BOXVERIFY FROM MANUFACTURER
QUANTITY TO USE
C. CANNED STOCK SHALL BE REMOVED CAREFULLY FROM CANS AFTER LIGHTLY COMPRESSING THE SIDES OF THE CONTAINERS TO LOOSEN THE ROOT BALL.
SLIDE PLANTS OUT OF CANS AND HANDLE BY EARTH BALL ONLY.
D. PLANTS SHALL BE SET ON UNAMENDED NATIVE SOIL FIRMLY TAMPED TO PREVENT SETTLING. AFTER BACKFILLING, PLANT CROWN SHALL BE SET SLIGHTLY HIGHER THAN THE SURROUNDING SOIL LEVEL. UPRIGHT PLANTS SHALL BE KEPT IN A VERTICAL POSITION.
E. AFTER PLACING IN PIT, WORK "PLANTING BACKFILL MIX" AROUND BALL OF
GROUNDCOVER, SHRUBS AND TREES, WATER AND FIRMLY TAMP TO INSURE SOIL IN AND ABOUT ALL ROOTS.
F. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION.
G. STAKE TREES IMMEDIATELY AFTER PLANTING AS PER PLANTING DETAILS.
H. PRIOR TO PLANTING ALL SPRAY IRRIGATION SHALL BE FULLY OPERATIONAL
AND DRIP IRRIGATION AREAS SHALL HAVE SUPPLY LINE INSTALLED, WITH EMITTERS HELD FOR INSTALLATION UNTIL ALL PLANTING IS COMPLETE.
I. ALL PLANTS UNLESS NOTED OTHERWISE ON PLANS SHALL BE THOROUGHLY
WATERED AT TIME OF PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOIL. PLANTS SHALL BE KEPT ADEQUATELY WATERED UNTIL TIME OF ACCEPTANCE.
J. GROUND COVER PLANTING SHALL BE AS NOTED ON PLANS AND PLANTED ON TRIANGULAR SPACING. EXTEND GROUND COVER TO WITHIN 12 INCHES OF ADJACENT SHRUBS OR TREE TRUNKS.
K. CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL; IF ALL MATERIALS
ARE NOT USED, THE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. THE CONTRACTOR SHALL BID THE FOLLOWING MATERIAL IN ADDITION TO PLANTS SHOWN ON ATTACHED PLANS:
1 - 15 GALLON TREE/SHRUB
15 - 5 GALLON SHRUBS
15 - 1 GALLON SHRUBS
3.08 FINAL GRADING
A. THE FINISHED SURFACE SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN READILY AT A MINIMUM OF 2% AND BE FREE FROM PONDING OR STANDING WATER AT ALL TIMES. IN AREAS
WHERE PLANTING BEDS ARE RETAINED BY WALLS, CURBS, OR OTHER HARD SURFACES, CARE SHALL BE TAKEN TO PROVIDE PROPER DRAINAGE.
B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE
PLANTING AREA SMOOTH AND EVEN, TO INSURE THAT FINISH GRADES SHALL BE 1 INCH BELOW THE SURFACE OF WALLS, CURBS AND PAVED AREAS, AND IN ALL CASES WITHOUT ABRUPT CHANGES IN GRADIENT.
C. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL.
3.11 MAINTENANCE /ESTABLISHMENT PERIOD
A. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD. TREES, SHRUBS, AND GROUNDCOVERS SHALL SHALL HAVE A 90 DAY
ESTABLISHMENT PERIOD AND BE GUARANTEED FOR A PERIOD OF ONE YEAR,
BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE
ESTABLISHMENT PERIOD.CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL
AREAS INCLUDED IN THE CONTRACT DOCUMENTS DURING THE PROGRESS OF
THE WORK, THROUGH THE MAINTENANCE PERIOD, AND UNTIL NOTICE OF COMPLETION.
B. MAINTENANCE OF PLANTED AREAS SHALL INCLUDE, BUT NOT BE LIMITED TO
WATERING, PRUNING, EROSION REPAIR, WEED CONTROL, CULTIVATING,
MULCHING, SPRAYING, AND REPLACEMENT OF SICK, DEAD OR DAMAGED
PLANTS TO PROPER GRADES OR UPRIGHT POSITION, MOWING, DEBRIS
REMOVAL, AND ALL OTHER CARE NECESSARY FOR PROPER GROWTH AND APPEARANCE OF THE PLANTS.
C. DAMAGE RESULTING FROM GULLIES, WASHOUTS, OR OTHER EROSION SHALL
BE REPAIRED BY FILLING AND TAMPING, FERTILIZING, AND RE-SEEDING OR
REPLANTING BY THE CONTRACTOR AT HIS EXPENSE IF SUCH DAMAGE OCCURS PRIOR TO ACCEPTANCE OF WORK UNDER THIS CONTRACT.
D. ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES.
TALL OR SCRAGGLY BRANCHES SHALL BE THINNED OUT WHERE NECESSARY.
IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING.
ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE.
E. DURING THE MAINTENANCE PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, OR HAVE LOST MORE THAN 30% OF LEAVES SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
F. TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED
INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITIONS. TREE TIES SHALL BE ATTACHED SECURELY.
G. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASE,
INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN.
H. ALL WEEDS IN GROUNDCOVER AREAS SHALL BE PULLED AS THEY APPEAR AND PRIOR TO SETTING SEED DURING THE MAINTENANCE PERIOD.
I. ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD,
DUST, AND STANDING WATER BY SWEEPING AND MOPPING AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT.
J. DURING THE MAINTENANCE PERIOD ALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, AND FREE OF INFESTATION. IF ANY ITEM OR PORTION
OF THE CONTRACT WORK IS NOT ACCEPTABLE TO THE OWNER'S
REPRESENTATIVE AT THE TIME OF FINAL INSPECTION, CONTRACTOR SHALL BE
REQUIRED TO MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT FOR ANY
ADDITIONAL PERIOD OF TIME AS MAY BE REQUIRED TO REPAIR DEFECTIVE ITEM OR PORTION.
K. SETTLING OF MULCHED AREAS AND EROSION OF MULCH WITHIN THE
MAINTENANCE PERIOD SHALL BE SUPPLEMENTED WITH ADDITIONAL MULCH AT THE CONTRACTORS EXPENSE TO MEET THE DEPTH AND COVERAGE SPECIFIED.
L. SETTLING OF AREAS WHICH CAUSES WATER TO POND OR INTERRUPT DRAINAGE FLOWS SHALL BE REPAIRED TO MAINTAIN POSITIVE DRAINAGE.
3.12 WRITTEN NOTICE
A. AT THE END OF THE SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR
SHALL PRESENT WRITTEN NOTICE TO THE LANDSCAPE ARCHITECT AND OWNER,
THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE AND SUBMIT THE RECORD DRAWINGS. FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER.
-END OF SECTION-
TREE PROTECTION NOTES
1. TREE-PROTECTION ZONE: AREA SURROUNDING INDIVIDUAL TREES OR GROUPS OF
TREES TO BE PROTECTED DURING CONSTRUCTION AND DEFINED BY A CIRCLE CONCENTRIC WITH EACH TREE WITH A RADIUS 1.5 TIMES THE DIAMETER OF THE DRIP LINE UNLESS OTHERWISE INDICATED.
2. CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS:
A. WRITTEN REPORT, ENDORSED BY ARBORIST, LISTING CONDITIONS DETRIMENTAL TO TREE AND PLANT PROTECTION.
B. TREE PROTECTION PLAN, INCLUDING:
1. SPECIES AND SIZE OF TREE.
2. LOCATION ON SITE PLAN. INCLUDE UNIQUE IDENTIFIER FOR EACH.
3. LAYOUT PLAN OF PROTECTION-ZONE FENCING AND SIGNAGE
4. EQUIPMENT-MOVEMENT ROUTES AND MATERIAL STORAGE LOCATIONS OUTSIDE OF
TREE PROTECTION ZONES
5. DETAIL FABRICATION AND ASSEMBLY OF PROTECTION-ZONE FENCING AND SIGNAGE.
6. EXTENT OF TRENCHING BY HAND OR WITH AIR SPADE WITHIN PROTECTION ZONES.
C. EXISTING CONDITIONS: DOCUMENTATION OF EXISTING TREES AND PLANTINGS
INDICATED TO REMAIN, WHICH ESTABLISHES PRECONSTRUCTION CONDITIONS
THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES.
1. USE SUFFICIENTLY DETAILED PHOTOGRAPHS OR VIDEO RECORDINGS.
2. INCLUDE PLANS AND NOTATIONS TO INDICATE SPECIFIC WOUNDS AND DAMAGE CONDITIONS OF EACH TREE OR OTHER PLANTS DESIGNATED TO REMAIN.
D. CERTIFICATION: FROM ARBORIST, CERTIFYING THAT TREES INDICATED TO
REMAIN HAVE BEEN PROTECTED DURING CONSTRUCTION ACCORDING TO
RECOGNIZED STANDARDS AND THAT TREES WERE PROMPTLY AND PROPERLY TREATED AND REPAIRED WHEN DAMAGED.
E. MAINTENANCE RECOMMENDATIONS: FROM ARBORIST, FOR CARE AND
PROTECTION OF TREES AFFECTED BY CONSTRUCTION DURING AND AFTER COMPLETING THE WORK.
F. ARBORIST SHALL HAVE A MINIMUM OF 10 YEARS' EXPERIENCE IN TRIMMING MATURE TREES. THE CERTIFIED ARBORIST SHALL BE PROVIDED BY THE CONTRACTOR.
3. THE FOLLOWING PRACTICES ARE PROHIBITED WITHIN PROTECTION ZONES:
A. STORAGE OF CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL.
B. MOVING OR PARKING VEHICLES OR EQUIPMENT.
C. IMPOUNDMENT OF WATER.
D. EXCAVATION OR OTHER DIGGING UNLESS OTHERWISE INDICATED.
E. ATTACHMENT OF SIGNS TO OR WRAPPING MATERIALS AROUND TREES OR PLANTS UNLESS OTHERWISE INDICATED.
F. CONTAMINATE SOIL FROM WASHING OUT EQUIPMENT (ESPECIALLY CONCRETE) AND VEHICLE MAINTENANCE.
G. WOUND OR BREAK TREE TRUNKS OR BRANCHES THROUGH CONTACT WITH VEHICLES AND HEAVY EQUIPMENT.
H. HEAT SOURCES, FLAMES, IGNITION SOURCES, AND SMOKING.
4. EROSION AND SEDIMENTATION CONTROL: EXAMINE THE SITE TO VERIFY THAT TEMPORARY EROSION- AND SEDIMENTATION-CONTROL MEASURES ARE IN PLACE.
VERIFY THAT FLOWS OF WATER REDIRECTED FROM CONSTRUCTION AREAS OR
GENERATED BY CONSTRUCTION ACTIVITY DO NOT ENTER OR CROSS PROTECTION ZONES.
5. PROTECT TREE ROOT SYSTEMS FROM DAMAGE CAUSED BY RUNOFF OR SPILLAGE
OF NOXIOUS MATERIALS WHILE MIXING, PLACING, OR STORING CONSTRUCTION MATERIALS. PROTECT ROOT SYSTEMS FROM PONDING, ERODING, OR EXCESSIVE WETTING CAUSED BY DEWATERING OPERATIONS.
6. TREE PROTECTION-ZONE FENCING: PLASTIC CONSTRUCTION FENCING
CONSTRUCTED OF HIGH-DENSITY EXTRUDED AND STRETCHED POLYETHYLENE FABRIC WITH 2-INCH MAXIMUM OPENING IN PATTERN AND WEIGHING A MINIMUM OF
0.4 LB/FT.; REMAINING FLEXIBLE FROM MINUS 60 TO PLUS 200 DEG F; INERT TO MOST CHEMICALS AND ACIDS; MINIMUM TENSILE YIELD STRENGTH OF 2000 PSI AND ULTIMATE TENSILE STRENGTH OF 2680 PSI; SECURED WITH PLASTIC BANDS OR GALVANIZED-STEEL OR STAINLESS-STEEL WIRE TIES; AND SUPPORTED BY TUBULAR OR T-SHAPE GALVANIZED-STEEL POSTS SPACED NOT MORE THAN 96 INCHES APART.
A. HEIGHT: 48 INCHES.
B. COLOR: HIGH-VISIBILITY ORANGE, NONFADING.
7. PROTECTION-ZONE FENCING PLACEMENT: INSTALL PROTECTION-ZONE FENCING
ALONG EDGES OF PROTECTION ZONES BEFORE MATERIALS OR EQUIPMENT ARE
BROUGHT ON THE SITE AND CONSTRUCTION OPERATIONS IN A MANNER THAT WILL
PREVENT PEOPLE FROM EASILY ENTERING PROTECTED AREAS EXCEPT BY ENTRANCE GATES. CONSTRUCT FENCING SO AS NOT TO OBSTRUCT SAFE PASSAGE
OR VISIBILITY AT VEHICLE INTERSECTIONS WHERE FENCING IS LOCATED ADJACENT
TO PEDESTRIAN WALKWAYS OR IN CLOSE PROXIMITY TO STREET INTERSECTIONS, DRIVES, OR OTHER VEHICULAR CIRCULATION.
A. POSTS: SET OR DRIVE POSTS INTO GROUND ONE-THIRD THE TOTAL HEIGHT OF THE FENCE WITHOUT CONCRETE FOOTINGS. WHERE A POST IS LOCATED ON
EXISTING PAVING OR CONCRETE TO REMAIN, PROVIDE APPROPRIATE MEANS OF POST SUPPORT ACCEPTABLE TO ARCHITECT.
B. ACCESS GATES: INSTALL AS NEEDED; ADJUST TO OPERATE SMOOTHLY, EASILY, AND QUIETLY; FREE OF BINDING, WARP, EXCESSIVE DEFLECTION, DISTORTION,
NONALIGNMENT, MISPLACEMENT, DISRUPTION, OR MALFUNCTION
THROUGHOUT ENTIRE OPERATIONAL RANGE. CONFIRM THAT LATCHES AND LOCKS ENGAGE ACCURATELY AND SECURELY WITHOUT FORCING OR BINDING.
8. PROTECTION-ZONE SIGNAGE PLACEMENT: INSTALL PROTECTION-ZONE SIGNAGE IN VISIBLY PROMINENT LOCATIONS IN A MANNER APPROVED BY ARCHITECT. INSTALL ONE SIGN SPACED APPROXIMATELY EVERY 50 FEET ON PROTECTION-ZONE FENCING.
9. PROVIDE PROTECTION-ZONE SIGNAGE: SHOP-FABRICATED, RIGID PLASTIC OR METAL SHEET WITH ATTACHMENT HOLES PREPUNCHED AND REINFORCED; LEGIBLY PRINTED WITH NONFADING LETTERING AND AS FOLLOWS:
A. LETTERING: 3-INCH HIGH MINIMUM.
10. MAINTAIN PROTECTION ZONES FREE OF WEEDS AND TRASH.
11. MAINTAIN PROTECTION-ZONE FENCING AND SIGNAGE IN GOOD CONDITION AS
ACCEPTABLE TO ARCHITECT AND REMOVE WHEN CONSTRUCTION OPERATIONS ARE COMPLETE AND EQUIPMENT HAS BEEN REMOVED FROM THE SITE.
A. DO NOT REMOVE PROTECTION-ZONE FENCING, EVEN TEMPORARILY, TO ALLOW DELIVERIES OR EQUIPMENT ACCESS THROUGH THE PROTECTION ZONE.
B. TEMPORARY ACCESS IS PERMITTED SUBJECT TO PRE-APPROVAL IN WRITING BY
ARBORIST IF A ROOT BUFFER EFFECTIVE AGAINST SOIL COMPACTION IS CONSTRUCTED AS DIRECTED BY ARBORIST. MAINTAIN ROOT BUFFER SO LONG AS ACCESS IS PERMITTED.
12. TRENCHING WITHIN PROTECTION ZONES: WHERE TRENCHES ARE REQUIRED WITHIN
PROTECTION ZONES, EXCAVATE UNDER OR AROUND TREE ROOTS BY HAND OR
WITH AIR SPADE, OR TUNNEL UNDER THE ROOTS BY DRILLING, AUGER BORING, OR PIPE JACKING. DO NOT CUT MAIN LATERAL TREE ROOTS OR TAPROOTS; CUT ONLY SMALLER ROOTS THAT INTERFERE WITH INSTALLATION OF UTILITIES. CUT ROOTS AS REQUIRED FOR ROOT PRUNING. IF EXCAVATING BY HAND, USE NARROW-TINE SPADING FORKS TO COMB SOIL AND EXPOSE ROOTS.
13. REDIRECT ROOTS IN BACKFILL AREAS WHERE POSSIBLE. IF ENCOUNTERING LARGE,
MAIN LATERAL ROOTS, EXPOSE ROOTS BEYOND EXCAVATION LIMITS AS REQUIRED TO BEND AND REDIRECT THEM WITHOUT BREAKING. IF ENCOUNTERED IMMEDIATELY
ADJACENT TO LOCATION OF NEW CONSTRUCTION AND REDIRECTION IS NOT PRACTICAL, CUT ROOTS APPROXIMATELY 3 INCHES BACK FROM NEW CONSTRUCTION AND AS REQUIRED FOR ROOT PRUNING.
14. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PLACING PERMANENT BACKFILL. PROVIDE TEMPORARY EARTH COVER OR PACK WITH PEAT MOSS AND WRAP WITH BURLAP. WATER AND MAINTAIN IN A MOIST CONDITION. TEMPORARILY
SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY RELOCATED AND COVERED WITH SOIL.
DEAD TREE REPLACEMENT NOTES
1. ANY TREE THAT IS NOTED TO BE PROTECTED IN PLACE AND IS DAMAGED BY
CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE WITHIN FIFTEEN (15) CALENDAR DAYS OF WRITTEN NOTIFICATION BY THE ARCHITECT.
2. QUEEN PALMS THAT ARE DAMAGED BY CONSTRUCTION SHALL BE REPLACED WITH 15' BTH QUEEN PALMS TO MATCH EXISTING.
3. MEXICAN FAN PALMS THAT ARE DAMAGED BY CONSTRICTION SHALL BE REPLACED WITH 18' BTH PALMS TO BE SELECTED BY LANDSCAPE ARCHITECT. -END OF SECTION-
Accepted By:
CITY ENGINEER RCE 75646
ASSISTANT CITY MANAGER
Approved By:
FACILITIES AND COMMUNITY SERVICES DIRECTOR
42 42
12/19/2023
Redlands Regular Meeting of 02-20-24
149 of 923
CITY OF REDLANDS
REQUEST FOR ADDITIONAL APPROPRIATION
DATE OF REQUEST: 1/23/2024 FINANCE USE ONLY
TRANSACTION NO: ---------
An additional appropriation is hereby requested as follows: ACCOUNTING PERIOD: --------- Department: FCS ------------
EXPENDITURE APPROPRIATION INCREASE (if applicable)
Account Description Orgkey Object Code Job Ledger (If Amount applicable) Other Land Improvements 101300 8602 $ 200,000.00
$ $ 200,000.00
REVENUE APPROPRIATION INCREASE (if applicable)
Account Description Orgkey Object Code Job Ledger (If Amount applicable) General Fund - Parking Reserve 101000 3302 $ 200,000.00 $ $ 200,000.00
JUSTIFICATION: Funds for reconstruction of parking lot adjacent to Zanja Trail between 7th Street and 9th Street. This will add parking to the downtown inventory and encourage people to visit downtown.
Requested By: � C j.c. i L--�
Department Head
Recommended By Finance Director:
Yes No Signed --- --- --------
Comments: -----------------