1-07.02.2025 Construct Slide Hill at Grove Park 2025-15-103 RFP-combined.pdf

Request for Proposals:

Construct Slide Hill at Grove Park RFP No. 2025-15-103

Date: July 2, 2025

Reply to: Justine Marshall, Project Manager 125 S. Main Street Vineyard, Utah 84057

Pre-Proposal Meeting: Not Required

Available on Request by Contractor

Proposal Deadline: Thursday, July 31, 2025, 5:00 PM (MST)

Electronic Submission via U3P Utah Public Procurement – Bonfire Interactive Portal

The City of Vineyard invites qualified contractors to submit proposals for the Construction Contract known as the Slide Hill at Grove Park, located at Vineyard Grove Park (400 N & Main Street), Vineyard, Utah 84059 (Attachment A ‘Site Location Map’). The Work generally consists of, but is not limited to:

• Constructing a graded hill feature and asphalt trail

• Furnishing and installing two (2) embankment slides, soft-fall surfacing, grass sod, artificial turf, and safety rail

• Planting trees and shrubs, repairing irrigation and landscaping systems

• All appurtenant work, materials, equipment, and services as detailed in the Contract

Documents

Project construction is anticipated to commence in August 2025.

Pre-Proposal Meeting There will be no formal Pre-Proposal Meeting unless one is requested. To request a meeting, please email engineering@vineyardutah.gov. Site meetings may be scheduled between Monday, June 30, 2025 through Monday, July 21, 2025.

Proposers are welcome to tour the site independently at any time. However, do not open, expose, or interfere with any utilities without prior written approval from the City.

Questions & Communications All inquiries regarding the project or proposal requirements must be submitted through the U3P Utah Public Procurement – Bonfire Interactive Portal. Direct contact with Vineyard City staff outside of these channels is not permitted.

Interested firms are responsible for regularly checking the U3P Utah Public Procurement - Bonfire Interactive Portal website for updates, including any addenda related to the Request for Proposal

(RFP)

mailto:engineering@vineyardutah.gov

Proposers are required to provide contact information and professional licensing verification (Attachment B ‘Bidder Contact Information & Professional Licensing Verification’) and a separate cost breakdown (Attachment C ‘Bid Schedule’) for fees associated with bidding and construction management of the project. Site Construction Plans are attached (Attachment D ‘Site Construction Plans’). Additionally, each proposer must demonstrate that, since 2017, it has successfully completed at least five (5) similar park and playground structure projects. References and contact information for each project owner must be provided.

The preparation of bidding documents should be included in the project costs, as well as assistance in awarding bids to the selected contractor and addressing questions posted during the bid process. Assume at least one site visit during the pre-construction phase, and two site visits during construction.

The total proposal should not exceed fifteen (15) pages, with any supplemental information placed in an appendix if necessary. The fee schedule should be included in the 15-page document.

Proposals must be submitted by Thursday, July 31, 2025, at 5:00 PM (MST) electronically through the Utah Public Procurement Place (U3P) – Bonfire Interactive Portal. Proposals submitted in any other format will not be considered. Incomplete proposals shall not be considered. Late submissions will not be accepted. Any necessary revisions to the RFP will be communicated via addenda to all registered proposers through the U3P – Bonfire Interactive Portal. Inquiries should be made to Justine Marshall at engineering@vineyardutah.org or 801-266-1929.

The City reserves the right to award the contract based solely on the initial proposals, with or without further discussions. Proposers are encouraged to submit their most competitive price and service offers.

If deemed necessary, the City may select a few firms for additional interviews and presentations based on cost, quality, and experience. Selected firms should be prepared to commence work within 14 calendar days after the Notice to Proceed is provided by the City.

This RFP aims to provide sufficient information for firms to prepare their proposals in compliance with minimum requirements but does not restrict the inclusion of additional relevant details. Firms are encouraged to enhance their proposals beyond the specified requirements. The City is not responsible for any costs incurred in the preparation or presentation of proposals. The City retains the right to cancel or modify this solicitation at its discretion.

All contractual provisions must adhere to applicable state and local laws. All work shall conform to the requirements of the Construction Specifications and Drawings, Contract Documents, Vineyard City Standards, Utah Chapter APWA 2017 edition, Federal, State, and Local Permit requirements, and easement of use of property agreement or conditions. In case of conflict, the Contractor shall notify the Engineer for clarification and directions on which requirement to follow.

mailto:engineering@vineyardutah.org

RFP No. 2025-15-103

We look forward to reviewing your proposal and collaborating with the selected firm to achieve a successful project outcome. Please also note the division of costs related to engineering and design construction documents will be based on proportional amounts.

Sincerely, Justine K. Marshall, Vineyard City Project Manager

1. NOTICE TO PROFESSIONALS

Through this Request for Proposals (RFP), Vineyard City (hereinafter the ‘City’) is soliciting competitive sealed proposals from qualified contractors to submit proposals for the Construction Contract known as the Slide Hill at Grove Park, located at Vineyard Grove Park (350 N 100 E), Vineyard, Utah 84059. The City intends to compare and evaluate all eligible submittals and select the most qualified firm as outlined in Section 10 EVALUATION CRITERIA of this request. This is a Request for Proposals only and should not be interpreted as a solicitation for services or as a contract for services. Submittals should be comprehensive, concise, and directly responsive to the goals and format as outlined in this RFP.

2. BACKGROUND

Grove Park is Vineyard’s rapidly growing neighborhood park, serving families, kids, rollerbladers, and the occasional frisbee champion.

Vineyard City desires to construct the Slide Hill at Grove Park, located at Vineyard Grove Park (400 N & Main Street), Vineyard, Utah 84059. The Work generally consists of:, but is not limited to:

• Constructing a graded hill feature and asphalt trail

• Furnishing and installing two (2) embankment slides, soft-fall surfacing, grass sod, artificial turf, and safety rail

• Planting trees and shrubs, repairing irrigation and landscaping systems

• All appurtenant work, materials, equipment, and services as detailed in the Contract

Documents

Project construction is anticipated to commence in August2025.

The City has budgeted $280,000 for this project, funded by Utah County grant and general fund. The selected contractor will help turn our sloped turf into a safe, durable, and fun slide hill that meets IPEMA and ASTM playground safety standards.

This RFP is for all aspects of the project designs including:

• Meetings and project management

• Preliminary engineering

• Assistance during bidding

• Service during construction

3. SCOPE OF WORK

MEETINGS

Contractor should plan to have three (3) meetings with City Staff during the project. One of these meetings shall be the assumed site visit to verify ADA compliance and verify any potential construction issues.

Site Preparation & Earthwork

- Strip, stockpile, and re-grade existing slope to the lines shown on the drawings.

- Provide geotechnical testing per Appendix A and implement any recommendations.

Retaining Structures

- Furnish & install modular block wall or cast‐in‐place concrete retaining walls (min.

36″ tall at slide top).

- Provide wall drainage and backfill per geotech specs.

Slide Surface & Safety Features

- Supply and install a minimum 12′-wide slide trough system with UV-resistant polymer liner.

- Install safety curbs, catch zones, and fall‐attenuating surfacing (poured‐in‐place pad) at base.

ADA Access & Accessibility

- Construct a compliant access path from main park walkway to slide summit (max.

slope 1:12).

- Provide handrails, landing pads, and signage per ADAAG.

Site Utilities & Drainage

- Extend stormwater pipe to capture slide runoff; include energy dissipators.

- Coordinate with City on potable‐water spigot for future irrigation.

Landscaping & Site Restoration

- Reinstall topsoil, seed, or hydroseed disturbed turf areas.

- Install low‐water native shrubs along slide flanks per City’s xeriscape palette.

Closeout & Warranty

- As-built drawings, operation manuals, and warranties for all major components.

- One-year workmanship warranty; two-year plant survival warranty.

INSTRUCTIONS TO PROPOSERS

Project Timetable The following timetable has been established for this project.

Milestone Date RFP Issue July 1, 2025

Pre‐Proposal Walk-through Optional Upon Request (June 30, 2025 through July 21, 2025)

Questions Due Friday, July 18, 2025 at 5:00 PM (MST) Answers Issued (Addendum) Monday, July 21, 2025 at 5:00 PM (MST) Proposals Due Thursday, July 31, 2025 at 5:00 PM (MST) Award Notice Thursday, August 7, 2025 Construction Start August2025 Substantial Completion October2025

LATE PROPOSERS WILL NOT BE ACCEPTED.

Pre-Proposal Site Visit Proposers are strongly encouraged to visit the proposed site and examine the conditions prior to submitting their proposals (Attachment A: Site Location Map).

Proposals Evaluation The procedure for response to this RFP, evaluation of proposals, and selections of contractor is as follows:

• Interested entities will prepare and submit their proposals according to the Project timetable contained in Section 3 SCOPE OF WORK.

• Vineyard City and/or its representatives will evaluate all submitted proposals in accordance with the evaluation criteria as outlined in Section 10 EVALUATION CRITERIA.

• A Professional Services Agreement incorporating the provisions, terms and conditions of this RFP will be executed between the City and the selected contractor.

Proposal Submission – Electronic Submission Proposals will be received by the City until 5:00 p.m. (MST) on Thursday, July 31, 2025. Bids may only be submitted through the U3P – Bonfire Interactive Portal. The City will not accept any proposal submitted by facsimile, or any method other than that stated in the RFP. Any proposal that is received after the due date and time and through U3P – Bonfire Interactive Portal will not be accepted. If it becomes necessary to revise the RFP in whole or in part, an addendum will be provided to all proposers on record through U3P – Bonfire Interactive Portal.

4. PROPOSAL ORGANIZATION AND CONTENT

All requested documentation must be included. The proposal must include (in the following order):

Transmittal letter stating the respondent’s intent to participate in the contract. The letter of transmittal shall be on official business letterhead and shall include the following:

•A statement that the respondent will comply with all terms and conditions as indicated in the RFP.

• A statement indicating whether the respondent is a corporation or other legal entity.

• A statement of affirmative action that the respondent does not discriminate in its employment practices with regard to race, color, religion, age (except as provided by law), sex, marital status, political affiliation, national origin, or handicap.

• A certification statement to the effect that the person signing the proposal is authorized to do so, on behalf of the respondent.

• Names of the key contact persons with their title and telephone numbers. Also, indicate first and second back-up contact persons if the person signing the proposal is not available to take a call from the City.

• Name and complete mailing address of the respondent along with telephone number and email.

Comprehensive RFP response including all requested information and documentation, each subject section in the document shall be tabbed for quick reference. The proposed price shall be inclusive of all costs to complete the work, including, but not limited to, travel, equipment, testing, and plan reproduction costs. Proposals shall also include a copy of current billing rates for key personnel.

The proposal response shall include at a minimum the following sections:

• Cover Letter: Identify project, RFP number, contractor contact.

• Company Profile: License numbers, years in business, local references.

• Experience & Qualifications: 3–5 past playground or earthwork projects (photos + clients).

• Project Team: Resumes of PM, lead superintendent, key subcontractors.

• Approach & Schedule: Workplan, phasing, critical path, and proposed completion by

October 18, 2025.

• Fee Proposal: Lump-sum cost; broken out by major bid items.

• Forms & Attachments: Acknowledgment of Addenda, non-collusion affidavit, company insurance certificate.

Proposer Qualifications: This section should describe the proposer’s experience on similar projects, including the individual team members’ involvement on the specific projects described.

Project information, such as photographs and plans for the identified projects should be briefly included. Resumes of principals and other key staff scheduled to participate on the projects should be included. For all major participants, note the approximate full-time equivalent hours to be devoted to the project. Provide a minimum of three references, including name, address and telephone number, of persons who can attest to performance on relevant projects.

Work Plan: This section should describe the methodology and process proposed to be used to complete the scope of work defined in Section 3, including any potentially innovative or creative solutions for the project. It should address the proposed schedule for the Consultant’s work, identify any proposed strategies to be used to control costs, maximize construction economy and ensure operational effectiveness; describe outputs to be delivered; and identify advantages of the proposal to the City.

5. SUBMITTAL OWNERSHIP

All proposals (and the information contained therein) shall become the property of the City.

Proposers should carefully consider the items submitted before submitting items that would not be disposable to the proposer. Proposals submitted may be reviewed and evaluated by any persons at the discretion of the City. No proposal shall be returned to the respondent regardless of the outcome of the selection process. Cost for developing proposals and making proposal presentations are entirely the responsibility of the proposer and shall not be chargeable in any manner to the City.

CITY USE OF PROPOSAL IDEAS

The City reserves the right to use any or all ideas presented. Selection or rejection of the proposal does not affect this right.

6. QUESTIONS AND CLARIFICATIONS

Questions regarding this RFP should be submitted in writing through U3P – Bonfire Interactive Portal or be directed to:

Justine Marshall, Project Manager 125 S. Main Street Vineyard, Utah 84059 engineering@vineyardutah.gov Business Hours: M-Th 8am-5pm; F 8am-12Noon

7. ACCEPTANCE OF PROPOSAL

The City reserves the right to reject any or all proposals for any reason and/or waive minor irregularities when to do so would be in the best interests of the City. Minor irregularities are those which will not have a significant adverse effect on overall competition or performance levels. ii. The responding party agrees that the City may terminate this procurement procedure at any time, and the City shall have no liability or responsibility to the responding party for any costs or expenses incurred in connection with this RFP, or such party's response.

mailto:engineering@vineyardutah.gov

8. DISQUALIFICATION OF PROPOSAL

The City reserves the right to reject any and all proposals received by reason of this RFP, or to negotiate separately with any source whatsoever in any manner necessary to serve the best interests of the City. The City may or may not award a contract solely on the basis of this RFP and will not pay for the information solicited or obtained. The information obtained will be used in determining the proposal that best meets the City’s needs and is the most advantageous proposal received. No oral, telegraphic or telephonic proposals or modifications will be considered.

The occurrence of any of the following may result in the disqualification of a proposal:

• Failure to respond by the established submission deadline.

• Failure to completely answer all questions posed in the RFP.

• Use of any other type of form or format other than those indicated in the RFP.

• Failure to provide requested documentation at the time of proposal submission.

• Illegible responses.

• If the proposer adds any provisions reserving the right to accept or reject an award or to enter into a contract pursuant to an award, or any other unauthorized conditions, limitations or provisions.

• If the proposer is unable to evidence a satisfactory record of integrity.

• If the proposer is not qualified legally to contract

THE CITY RESERVES THE RIGHT TO REJECT ANY OR ALL PROPOSALS

9. WITHDRAWAL OF PROPOSAL

The proposal may be withdrawn upon request by the proposer, without prejudice, prior to, but not after, the time fixed to receive proposals.

10. EVALUATION CRITERIA

All requirements identified in this RFP must be satisfied to ensure that the proposal will qualify for consideration. The City desires to receive proposals from firms who can demonstrate operational and technical qualifications and capabilities.

All proposals will be evaluated by representatives of the City to identify the proposal that best meets the needs of the City as set forth in the RFP. A component-based system will be used to evaluate all proposals. A brief description of each component includes:

Qualifications and Experience

• Qualifications: This category represents an evaluation of the Consultant’s understanding of the Slide Hill at Grove Park project and the technical approach to be used to meet the City’s needs for site analysis and construction management.

• Key Personnel: This category deals with the experience level of key personnel proposed for this project and the proposer’s willingness and demonstrated ability to work effectively with the City. Experience relates to the overall assessment of the proposer’s assigned personnel. Evaluation will be based on resumes that are provided, direct contact with identified current and previous clients, and submitted information in response to the RFP.

Project Approach & Schedule This category represents an evaluation of the Consultant’s plan for managing the project including information acquisition, bidding, construction management, and construction inspection. This category will also evaluate the Consultant’s proposed start and completion date for the complete design.

Proposed Project Budget This category will evaluate the Consultant’s proposed fees. This category evaluates the clarity, completeness, and reasonableness of the proposed budget, including a detailed breakdown of costs for labor, materials, and other expenses. Consideration will be given to cost competitiveness, alignment with industry standards, efficient resource allocation, inclusion of reasonable contingencies, and overall value in balancing cost and quality to ensure project success.

Local References & Past Performance This category deals with the proposer’s performance on similar prior projects and the proposer’s willingness and demonstrated ability to work effectively with the City. Experience relates to the overall assessment of the proposer’s assigned personnel. Evaluation will be based on resumes that are provided, direct contact with identified current and previous clients, submitted information in response to the RFP, and the oral interviews.

Category Weight (%) Qualifications & Experience 30% Project Approach & Schedule 30% Proposed Project Budget 30% Local References & Past Performance 10%

11. GENERAL REQUIREMENTS

AMENDMENTS

No oral modifications or amendments to this RFP shall be effective. If it becomes necessary to revise any part of the RFP, an addendum will be provided through U3P – Bonfire Interactive Portal.

EMPLOYMENT STATUS VERIFICATION

Consultant shall register and participate in the Status Verification System and comply with Utah Code Annotated Section 63G-11-103 of the Identity Documents and Verification Act. Consultant shall, by contract, require its contractors, subcontractors, contract employees, staffing agencies, or any contractors regardless of their tier to register and participate in the Status Verification System and comply with Utah Code Annotated Section 63G-11-103 of the Identity Documents and Verification Act. Consultant shall also agree to abide by the Federal and State regulations pertaining to Equal Opportunity Employment that requires project participants not to discriminate against any employee or applicant for employment because of race, color, religion, sex, age, disability, or national origin. The City will make every effort to ensure all bidders are treated fairly and equally throughout the entire advertisement, review, and selection process.

COMPENSATION FOR SERVICES

The City intends to enter into a professional services contract covering the projects outlined in this RFP. Failure of the successful proposer to enter into a written contract may result in cancellation of the award. Compensation for the services rendered will be based on a task completion basis and may not exceed the fees provided in the response to this proposal.

NON-COLLUSION

Consultant shall guarantee that the proposal submitted is not a product of collusion with any other bidder and no effort has been made to fix the proposal price of any bidder or to fix any overhead, profit, or cost estimate of any proposal or its price.

OMISSIONS

Should the RFP not contain sufficient information in order for the firm to obtain a clear understanding of the services required by the City, or should it appear that the instructions outlined in the RFP are not clear or contradictory, the Consultant may obtain written clarification from the City at least 24 hours prior to the required time and date for proposal submission. The Consultant shall include a copy of the written clarification with its submission.

GOVERNING LAWS AND REGULATIONS

All work shall conform to the requirements of the Construction Specifications and Drawings, Contract Documents, Vineyard City Standards, Utah Chapter APWA 2017 edition, Federal, State, and Local Permit requirements, and easement of use of property agreement or conditions. In case of conflict, the Contractor shall notify the Engineer for clarification and directions on which requirement to follow.

Bidders on this Work will be subject to the applicable provisions of all federal rules, laws and regulations or orders.

List of Attachments:

Attachment A: Site Location Map ‘Slide Hill at Grove Park’ Attachment B: Bidder Contact Information & Professional Licensing Attachment C: Bid Schedule Attachment D: Site Construction Documents

Attachment A: Site Location Map ‘Slide Hill at Grove Park’

Attachment B: Bidder Contact Information & Professional Licensing Verification

The Bidder is as follows

Name:

Address:

Telephone number:

Facsimile number:

Tax identification number:

E-Mail Address:

Bidder holds license number _______________________________________, issued on the _____ day of ________________________, ________, by the Utah State Department of Commerce, Division of Occupational and Professional Licensing. Bidder is licensed to practice as a ___________________________ Contractor. License renewal date is the ___________ day of

The undersigned hereby acknowledges receipt of the following Addenda.

Attachment C: Bid Schedule

Item No.

Spec. No.

Approx.

Quantity

Item Unit

Item Description (with Unit Bid Price written in words)

Unit Bid Price

Amount

1 01 55 26 1 LS Traffic Control $ $

2 01 71 13 1 LS Mobilization and Demobilization $ $

3 31 23 16 540 CY Excavation $ $

4 31 11 00 1 LS Site Clearing $ $ 5 32 11 23 30 CY Untreated Base Course $ $

6 32 12 05 38 TON 1/2” Hot Mix Asphalt $ $

7 32 17 23 104 SF Concrete $ $

8 32 92 00 5,677 SF Turf And Grass $ $

9 32 84 23 1 LS Planting Irrigation $ $

10 32 93 13 17,917 SF Ground Cover (Native Grasses) $ $

11 32 98 00 1 LS Landscaping features (flowers) $ $

12 S 32 31 20 248 LF Railing $ $

32 92 00 32 93 13 32 98 00 S 32 92 10

319 LF Edging Material

14 S 32 31 30 2 EA Embankment Slides $ $

15 S 32 92 10 380 SF Soft Fall Surface $ $

Total Project Costs: $

Attachment D: Site Construction Documents

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PROJECT CONTACTS

OWNER

VINEYARD CITY

CIVIL ENGINEER

AVENUE CONSULTANTS

6605 REDWOOD ROAD

TAYLORSVILLE, UTAH 84123

CONTACT:

LINGKUN LI, P.E., PMP

PHONE: (385) 485-6987

EMAIL:LLI@AVENUECONSULTANTS.COM

SURVEYOR

CONSOR ENGINEERS

986 WEST 9000 SOUTH

WEST JORDAN, UTAH 84088

CONTACT:

JEFFREY C. STROMBERG, PLS

PHONE: (801) 495-4240

EMAIL:OFFICE@CONSORENG.COM

SLIDE HILL AT

VINEYARD GROVE PARK

350 NORTH 100 EAST, VINEYARD, UTAH 84059

400 N

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LOCATION

VICINITY MAP

NOT TO SCALE

230 N

W 24

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370 N

330 N

250 N

425 N

460 N

Sheet List Table Sheet

Number Sheet Title Sheet Description

1 C0-0 COVER SHEET

2 C0-1 GENERAL NOTES

3 C0-2 LEGEND

4 C1-0 SITE PLAN

5 C1-1 SITE PLAN DETAILS

6 C2-0 GRADING PLAN

7 C3-0 EROSION CONTROL

8 C3-1 EROSION CONTROL DETAILS

06/20/2025

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GOVERNING DISTRICTS AND AGENCIES

ALL IMPROVEMENTS TO BE CONSTRUCTED TO GOVERNING DISTRICT/ AGENCIES

STANDARDS AND SPECIFICATIONS.

CITY: VINEYARD CITY

SEWER: VINEYARD CITY

STORM DRAIN: VINEYARD CITY

NATURAL GAS: ENBRIDGE

ELECTRICAL: ROCKY MOUNTAIN (RMP)

WATER: VINEYARD CITY

GENERAL CONSTRUCTION NOTES

1. ALL CONSTRUCTION AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE MOST

CURRENT EDITION OF VINEYARD CITY STANDARDS; AND OTHER APPLICABLE APPROVED

STANDARDS ISSUED BY THE CONTROLLING AGENCY; THE INTERNATIONAL BUILDING CODE;

THE INTERNATIONAL FIRE CODE; AND ALL LOCAL CITY CODES AND ORDINANCES AS

APPLICABLE, EXCEPT AS NOTED ON THIS SHEET AS "DEVIATIONS FROM STANDARDS".

2. THE EXISTENCE AND LOCATION OF ANY OVERHEAD OR UNDERGROUND UTILITY LINES,

PIPES, OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A RESEARCH OF

THE AVAILABLE RECORDS. EXISTING UTILITIES ARE LOCATED ON THE DRAWINGS ONLY FOR

THE CONVENIENCE OF THE CONTRACTOR. EXISTING UTILITY LINES OR SERVICE LATERALS

MAY NOT BE SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO, AT HIS OWN EXPENSE,

LOCATE ALL UNDERGROUND AND OVERHEAD INTERFERENCES WHICH MAY AFFECT HIS

OPERATION DURING CONSTRUCTION AND IS TO TAKE ALL NECESSARY PRECAUTIONS TO

AVOID DAMAGE TO IT. THE CONTRACTOR IS TO USE EXTREME CAUTION WHEN WORKING

NEAR OVERHEAD UTILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT,

AND IS TO BE RESPONSIBLE FOR ALL COST AND LIABILITY IN CONNECTION THEREWITH.

3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT

EXISTING UTILITY LINES, STRUCTURES AND STREET IMPROVEMENT WHICH ARE TO REMAIN

IN PLACE, FROM DAMAGE. ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE

CONTRACTOR'S OPERATIONS ARE TO BE REPAIRED OR REPLACED SATISFACTORILY TO

VINEYARD CITY ENGINEERING DEPARTMENT AND/OR OWNING UTILITY COMPANY AT THE

EXPENSE OF THE CONTRACTOR.

4. ALL CONSTRUCTION IS TO BE AS SHOWN ON THE "RELEASED FOR CONSTRUCTION"

DRAWINGS. ANY REVISIONS ARE TO HAVE THE PRIOR WRITTEN APPROVAL OF THE

ENGINEER THROUGH THE CHANGE ORDER PROCESS.

5. TYPE II CEMENT IS TO BE USED IN ALL OFF-SITE CONCRETE WORK. CONCRETE IS TO BE

4,000 P.S.I. MINIMUM @ 28 DAYS. MIX DESIGNS TO BE APPROVED BY THE CITY, PRIOR TO

THE USE ON THE PROJECT.

6. AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY.

THE CONTRACTOR IS TO SECURE ALL PERMITS AND INSPECTIONS REQUIRED FOR THIS

CONSTRUCTION.

7. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF

UNDERGROUND OBSTRUCTIONS AND AVOID DAMAGE AND CONFLICTS. EXPOSE POSSIBLE

CONFLICTS IN ADVANCE OF CONSTRUCTION, SUCH AS UTILITY LINES AND DRAINAGE

STRUCTURES. CONTRACTOR SHALL VERIFY ELEVATIONS AND LOCATIONS OF EACH AND

VERIFY CLEARANCE FOR PROPOSED CONSTRUCTION. IMMEDIATELY NOTIFY ENGINEER OF

CONFLICTS DISCOVERED OR CHANGES NEEDED TO ACCOMMODATE UNKNOWN OR CHANGED

CONDITIONS.

8. THE CONTRACTOR IS TO TAKE ALL PRECAUTIONS NECESSARY TO PROTECT EXISTING

PERMANENT SURVEYING MONUMENTS. ANY MONUMENT DISTURBED IS TO BE REPLACED

AND ADJUSTED PER AVAILABLE RECORDS.

9. CONTRACTOR IS TO ADJUST ALL NEW AND EXISTING INLETS, VALVE BOXES, MANHOLE

RIMS, AND SEWER CLEAN OUTS, ETC. TO FINISH GRADE AS APPLICABLE WHETHER OR NOT

THEY ARE SHOWN ON THE DRAWINGS.

10. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER TO ENSURE ADEQUATE ACCESS

TO ALLOW THE BUILDING TO REMAIN ACCESSIBLE TO CUSTOMERS DURING ALL

CONSTRUCTION ACTIVITIES. MAINTAIN A MINIMUM 10'-0" WIDE ACCESS INTO THE PARKING

LOT AT ALL TIMES.

11. CONTRACTOR SHALL PROVIDE BARRICADES, FENCING, ETC., TO PROTECT INDIVIDUALS

ACCESSING THE BUILDING FROM ANY CONSTRUCTION AREAS.

12. ANY WORK REQUIRING "NO ACCESS" TO THE PARKING LOT OR BUILDING MUST BE

COORDINATED WITH THE BUILDING OWNER AT LEAST 7 DAYS IN ADVANCE AND BE AGREED

UPON IN WRITING.

13. CONTRACTOR SHALL REPLACE AT NO COST TO THE OWNER ALL PAVING, SIDEWALK, AND

EXISTING AND ANY FACILITIES THAT ARE DAMAGED DURING THE COURSE OF WORK.

14. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, CONTRACTOR SHALL

OBTAIN AND PAY FOR ALL CONSTRUCTION PERMITS AND LICENSES.

15. EXPANSION JOINTS ARE REQUIRED AT 60-FEET SPACING IN EXTRUDED-TYPE CURB AND

GUTTER.

16. ASPHALT CEMENT (AC) PAVEMENT IS TO BE ½-INCH ABOVE LIP OF ALL GUTTERS AFTER

COMPACTION, EXCEPT AT SIDEWALK RAMPS AND CROSS GUTTERS.

17. RIGHT-OF-WAY CURB AND GUTTER FOUND TO BE UNACCEPTABLE TO THE GOVERNING

AGENCY IS TO BE REMOVED AND REPLACED.

18. CONTRACTOR IS TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS

BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER

DRAINAGE AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION. THE EXTENT OF

TRANSITIONS TO BE AS SHOWN ON THE DRAWINGS.

19. ALL GRADING WORK IS TO CONFORM TO THE SOILS REPORT AS PREPARED BY THE SOILS

ENGINEER, REVIEWED BY THE ENGINEERING DEPARTMENT, AND AS SHOWN ON THESE

DRAWINGS.

20. EXACT LOCATION OF ALL SAW CUT LINES MAY BE ADJUSTED OR DETERMINED IN THE FIELD

BY A CITY ENGINEERING STAFF, IF THE LOCATION OF THESE SAW CUT LINES IS NOT

CLEARLY SHOWN ON THE DRAWINGS, OR EXISTING PAVEMENT CONDITION REQUIRES

RELOCATION.

21. UTILITY COMPANY METER BOXES, MANHOLE LIDS, VALVE COVERS, ETC., ARE TO BE

LOCATED OUT OF DRIVEWAYS, DRIVEWAY APRONS, FLOW LINES, AND CROSS GUTTERS,

UNLESS WRITTEN APPROVAL IS GRANTED BY THE UTILITY COMPANY AND THE CITY

ENGINEER.

22. ALL RETAINING WALLS, NEW OR EXISTING, ARE ONLY SHOWN ON CIVIL DRAWINGS FOR THE

PURPOSE OF REVIEWING GRADING RELATIONSHIPS; FLOOD CONTROL AND SIGHT DISTANCE

AT INTERSECTIONS. NEW RETAINING WALLS REQUIRE A SEPARATE PERMIT AND

INSPECTION BY THE BUILDING DIVISION.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA STANDARDS AND PUBLIC SAFETY.

24. CONTRACTOR WILL ATTEND ALL PRE-CONSTRUCTION MEETING WITH REQUIRED DISTRICTS

AND AGENCIES.

FULL DEPTH ASPHALT NOTES

1. ASPHALT PAVING SHALL BE PER VINEYARD CITY STANDARDS AND SPECIFICATIONS.

2. SAW CUT AREAS TO BE REPAIRED AND REMOVE ASPHALT AND BASE NECESSARY TO

OBTAIN FIRM SUPPORT.

3. IF EXISTING SUBBASE AND/OR SUBGRADE ARE UNSUITABLE FOR PLACEMENT OF

ASPHALT PATCH, OVER EXCAVATE TO FIRM SUBGRADE AND PLACE STABILIZING

MATERIAL.

4. PRIME EDGES OF EXISTING ASPHALT.

5. REMOVE LOOSE AND FOREIGN MATERIAL FROM COMPACTED SUBGRADE OR SUBBASE

IMMEDIATELY BEFORE APPLICATION.

6. INSTALL FULL DEPTH MATERIAL AND COMPACT. FINISH TO BE LEVEL WITH

SURROUNDING PAVEMENT. ANY LOW POINTS OR PONDING IN THE PATCH AREA SHALL BE

CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER.

7. CLEANING: AFTER COMPLETION OF PAVING OPERATIONS, CLEAN SURFACES OF EXCESS

OR SPILLED ASPHALT MATERIALS TO THE SATISFACTION OF OWNER'S REPRESENTATIVE.

8. AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON ASPHALT CONCRETE

PAVEMENT UNTIL IT HAS COOLED AND HARDENED, AND IN NO CASE SOONER THAN SIX

HOURS.

9. PROVIDE BARRICADES AND WARNING DEVICES AS REQUIRED TO PROTECT

CONSTRUCTION AREA, PAVEMENT AND THE GENERAL PUBLIC.

10. COVER OPENINGS OF STRUCTURES IN THE AREA OF PAVING UNTIL PERMANENT

COVERINGS ARE PLACED.

EXCAVATION, EARTHWORK, & SETTLEMENT

NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SETTLEMENT OF BACKFILL WHICH

MAY OCCUR WITHIN THE CORRECTION PERIOD STIPULATED WITHIN THE CONTRACT

DOCUMENTS.

2. THE CONTRACTOR SHALL MAKE, OR CAUSE TO BE MADE, ALL REPAIRS OR

REPLACEMENTS MADE NECESSARY BY SETTLEMENT WITHIN 30 DAYS AFTER NOTICE

FROM THE ENGINEER OR OWNER.

3. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED EVEN AFTER EFFECTIVE EROSION

CONTROL HAS BEEN ESTABLISHED.

4. IN THE EVENT THAT ANY UNFORESEEN CONDITIONS NOT COVERED BY THESE NOTES, ARE

ENCOUNTERED DURING GRADING OPERATIONS, THE OWNER/ENGINEER IS TO BE

IMMEDIATELY NOTIFIED FOR DIRECTION. CHANGES TO THE "RELEASED FOR

CONSTRUCTION" DRAWINGS ARE TO BE APPROVED THROUGH THE CHANGE ORDER

PROCESS.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS

AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND THE RELATED OFF-SITE WORK, SO

AS TO GENERATE THE DESIRED SUBGRADE, FINISH GRADES AND SLOPES SHOWN.

6. CONTRACTOR IS TO TAKE FULL RESPONSIBILITY FOR ALL EXCAVATION. ADEQUATE

SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT

UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE

EXCAVATION.

7. THE CONTRACTOR IS WARNED THAT AN EARTHWORK BALANCE WAS NOT NECESSARILY

THE INTENT OF THIS PROJECT. ANY ADDITIONAL MATERIAL REQUIRED OR LEFTOVER

MATERIAL FOLLOWING EARTHWORK OPERATIONS BECOMES THE RESPONSIBILITY OF THE

CONTRACTOR.

8. THE GRADING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER TO

PROVIDE FOR THE REQUIREMENTS OF THE PROJECT STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) AND ASSOCIATED PERMIT(S).

9. CONTRACTOR IS TO GRADE TO THE LINES AND ELEVATIONS SHOWN ON THE "RELEASED

FOR CONSTRUCTION" DRAWINGS WITHIN THE HORIZONTAL AND VERTICAL TOLERANCES

AND DEGREES OF COMPACTION AS LISTED IN THE SOILS REPORT.

10. THE USE OF POTABLE WATER WITHOUT A SPECIAL PERMIT FOR BUILDING OR

CONSTRUCTION PURPOSES INCLUDING CONSOLIDATION OF BACKFILL OR DUST CONTROL

IS PROHIBITED. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR

CONSTRUCTION WATER.

11. THE CONTRACTOR IS TO PROTECT IN PLACE THE STREETS, SIDEWALKS AND ALL OTHER

PUBLIC RIGHT-OF-WAY IN A SAFE, CLEAN AND USABLE CONDITION. ALL SPILLS OF SOIL,

ROCK OR CONSTRUCTION DEBRIS IS TO BE IMMEDIATELY REMOVED FROM THE PUBLICLY

OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT.

ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC IS TO BE MAINTAINED IN CLEAN, SAFE

AND USABLE CONDITION.

12. IN THE EVENT THAT ANY TEMPORARY CONSTRUCTION ITEMS ARE REQUIRED THAT ARE

NOT SHOWN ON THESE DRAWINGS, THE OWNER AGREES TO PROVIDE AND INSTALL SUCH

ITEM AT HIS OWN EXPENSE AND AT THE DIRECTION OF THE ENGINEER. TEMPORARY

CONSTRUCTION INCLUDES DITCHES, BERMS, ROAD SIGNS, AND BARRICADES, ETC.

13. IF RETAINING WALLS ARE REQUIRED THEN ARE BEING DESIGNED BY OTHERS. REFERENCE

GEOTECHNICAL AND STRUCTURAL PLANS FOR DESIGN DETAILS AND EXACT LOCATIONS.

PROVIDE FENCE OR BARRIER ALONG WALLS NEAR PARKING OR CIRCULATION AREAS.

ANY RETAINING WALL 4' OR HIGHER MUST BE DESIGNED BY GEOTECHNICAL ENGINEER

AND SUBMITTED TO CITY ENGINEER FOR REVIEW AND APPROVAL.

14. CONTRACTOR SHALL HAVE UTILITIES MARKED BY BLUE STAKES PRIOR TO ANY

EXCAVATION ON SITE OR IN LOCALIZED AREAS.

15. CONTRACTOR IS TO TAKE FULL RESPONSIBILITY FOR ALL EXCAVATION. ADEQUATE

SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT

UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE

EXCAVATION.

SEWER NOTES

1. THE LOCATION OF, AND EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES HAS

BEEN DETERMINED TO THE BEST OF THE ENGINEER'S ABILITY, BUT IT SHALL BE THE SOLE

DUTY OF THE CONTRACTOR TO VERIFY THE LOCATION OF THE EXISTING UTILITIES AND TO

TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO THESE UTILITIES. THE

CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY DAMAGE DONE TO EXISTING

UTILITIES DURING CONSTRUCTION.

2. THE CONTRACTOR SHALL MAINTAIN A RECORD OF THE LOCATIONS OF ALL WASTEWATER

LATERALS, TEES AND STUB OUTS. THIS RECORD SHALL BE DELIVERED TO THE

DEVELOPER'S ENGINEERS PRIOR TO FINAL PAYMENT BEING AUTHORIZED.

3. BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED WHERE NECESSARY.

4. ALL LATERALS TO NEW PIPELINES ARE TO BE TIED INTO MAIN LINE THROUGH USE OF

FITTINGS. CUT-IN SADDLES ARE NOT ALLOWED.

5. THE WASTEWATER SYSTEM SHALL BE COMPLETED AND ACCEPTED BY THE SEWER SERVICE

PROVIDER PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.

6. WASTEWATER LINES WILL BE INTERNALLY INSPECTED BY A UTILITY COMPANY

REPRESENTATIVE AT THE OWNER/DEVELOPER'S EXPENSE.

7. THE HOUSE LATERALS SHALL BE EXTENDED BEYOND THE STREET RIGHT-OF-WAY TO EDGE

OF P.U. E. (PUBLIC UTILITY EASEMENT).

8. CONTRACTOR TO OBTAIN LATEST VERSION OF VINEYARD CITY DEVELOPMENT MANUAL

AND CONFORM TO ALL CONSTRUCTION STANDARDS SET FORTH WITHIN.

9. ALL CONSTRUCTION SHALL COMPLY WITH VINEYARD CITY DESIGN STANDARDS AND

CONSTRUCTION SPECIFICATIONS

10. FOUR FEET OF COVER IS REQUIRED OVER ALL SEWER LINES.

25. THE CONTRACTOR SHALL EXAMINE THE PLANS, THE GEOLOGY REPORTS AND THE

SITE CONDITIONS PRIOR TO BEGGINING WORK. CONTRACTOR SHALL INSPECT THE

SITE OF WORK BEFORE BIDDING TO SATISFY THEMSELVES BY PERSONAL

EXAMINATION, OF THE LOCATION OF THE PROPOSED WORK, AND OF THE ACTUAL

CONDITIONS OF THE SITE OF WORK. ANY CONDITIONS THAT APPEAR TO BE IN

CONFLICT WITH THE PLANS SHALL BE REPORTED TO AVENUE CONSULTANTS FOR

CLARIFICATION BEFORE BID SUBMITTAL.

26. FOOTING AND FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED IN

WRITING BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF

CONCRETE FORMS OR REBAR.

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LEGEND ABBREVIATIONS ABBREVIATIONS

SET CONTROL POINT

EXISTING TREE

EXISTING GATE / BOLLARD

EXISTING POWER / GUYED / LIGHT POLE

EXISTING COMMUNICATIONS UTILITY

EXISTING ELECTRICAL UTILITY

EXISTING GAS METER / SIGN

EXISTING WATER METER / VALVE

EXISTING FIRE HYDRANT

EXISTING IRRIGATION METER / VALVE

EXISTING UTILITY MANHOLE

EXISTING CURB INLET, JUNCTION BOX &

COMBO BOX

EXISTING FENCE - WIRE

EXISTING FENCE - CHAIN LINK

EXISTING FENCE - DECORATIVE

EXISTING CURB & GUTTER

EDGE OF ASPHALT

EXISTING SANITARY SEWER

EXISTING STORM DRAIN

EXISTING CULINARY WATER

EXISTING IRRIGATION

EXISTING GAS

EXISTING BURIED ELECTRIC

EXISTING OVERHEAD POWER

EXISTING FIBER OPTIC

EXISTING COMMUNICATIONS

BUILDING

P

CT TP

EJBET

G

WM

IR

MHSD SS

SD

x swr sd wtr ir gas be ohp fo cm

SECTION CORNER FOUND / SECTION

CORNER NOT FOUND

BENCHMARK / CENTER MON

FOUND CORNER

SET REBAR W/ CAP

NEW LOT CORNER (NOT SET)

SECTION LINE

QUARTER SECTION LINE

SIXTEENTH SECTION LINE

TIE LINE

SUBDIVISION BOUNDARY

ADJOINING PROPERTIES

CENTERLINE

EASEMENT

LOT LINE

NEW EASEMENT

NEW LOT LINE

NEW SETBACK LINE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED STORM DRAIN MANHOLE

PROPOSED CURB, JUNCTION AND COMBO

BOX

PROPOSED FIRE HYDRANT

PROPOSED WATER METER / VALVE

PROPOSED IRRIGATION METER / VALVE

PROPOSED POWER / LIGHT POLE & SIGNAL

PROPOSED ELECTRICAL BOX

PROPOSED SANITARY SEWER

PROPOSED STORM DRAIN

PROPOSED ROOF DRAIN

PROPOSED CULINARY WATER

PROPOSED IRRIGATION

PROPOSED GAS

PROPOSED POWER BURIED

SWR

SD

RD

WTR

IR

GAS

BE

ET EJB

P

IR

WM

SD

SD

SS

COLLECTING GUTTER

SHEDDING GUTTER

GRADE BREAK

EX MAJOR CONTOUR

EX MINOR CONTOUR

MAJOR CONTOUR

MINOR CONTOUR

PROPERTY BOUNDARY

CUT LIMIT

FILL LIMIT

CUT

FILL

(4200) (4201)

AD ALGEBRAIC DIFFERENCE

BM BENCHMARK

BV BUTTERFLY VALVE

BVC BEGIN VERTICAL CURVE

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

C&G CURB AND GUTTER

CB CATCH BASIN

CL CENTERLINE

CONST CONSTRUCTION

EL ELBOW

EVC END VERTICAL CURVE

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EX EXISTING

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

GB GRADE BREAK

GV GATE VALVE

HP HIGH POINT

HPE HIGH POINT ELEVATION

HPS HIGH POINT STATION

IRR IRRIGATION

IRRMH IRRIGATION MANHOLE

L LENGTH

LAT LATERAL SERVICE

LD LAND DRAIN

LDMH LAND DRAIN MANHOLE

LG LIP OF GUTTER

LP LOW POINT

LPE LOW POINT ELEVATION

LPS LOW POINT STATION

MH MANHOLE

K RADIUS OF CURVATURE

ADS CORRUGATED BLACK PLASTIC PIPE

BOW BACK OF WALK

BRG BEARING

CH CHORD

CHB CHORD BEARING

CI CAST IRON

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CUL CULINARY

CW CULINARY WATER

DELTA

DEMO DEMOLITION

DI DUCTILE IRON

DIAMETER

DIAM DIAMETER

DIST DISTANCE

EG EXISTING GRADE

E EAST, ELECTRICITY, ELECTRICAL

° DEGREES

FND FOUNDATION

FTG FOOTING

ID INSIDE DIAMETER

INV INVERT

MON MONUMENT

N NORTH

NE NORTHEAST

OC ON CENTER

PL PROPERTY LINE

PROP PROPERTY

PUE PUBLIC UTILTIY EASEMENT

PUE&DE PUBLIC UTILITY EASEMENT & DRAINAGE EASEMENT

R RADIUS

RCL ROADWAY CENTERLINE

RCP REINFORCED CONCRETE PIPE

CO CLEANOUT

S SOUTH

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEANOUT

SEC SECONDARY

SEC SECTION

SLB&M SALT LAKE BASE & MERIDIAN

SPP STEEL PIPE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

SW SOUTHWEST

TAN TANGENT

TB THRUST BLOCK

TBC TOP BACK OF CURB

TBW TOP BACK OF WALK

TCW TOP OF CURBWALL

TOA TOP OF ASPHALT

TOC TOP OF CONCRETE

TOG TOP OF GRATE

TOW TOP OF WALL

VC VERTICAL CURVE

WL WATERLINE

W WEST, WATER

SDMH STORM DRAIN MANHOLE

EASE EASEMENT

CWL CULINARY WATERLINE

SWL SECONDARY WATERLINE

' MINUTES, FEET

" SECONDS, INCHES

UTIL UTILITY

STD STANDARD

SPEC SPECIFICATION

SPECS SPECIFICATIONS

STDS STANDARDS

WM WATER METER

BND BOUNDARY

BLA BOUNDARY LINE AGREEMENT

SE SOUTHEAST

SW SECONDARY WATER

NW NORTHWEST

NR NON-RADIAL

OD OUTSIDE DIAMETER

B&C BAR & CAP

ADA AMERICAN DISABILITIES ACT

EOA EDGE OF ASPHALT

ARCH ARCHITECT, ARCHITECTURAL

MECH MECHANICAL

HDPE HIGH-DENSITY POLYETHYLENE PIPE

TEL TELEPHONE

TOE TOE OF SLOPE OR WALL

COMM COMMUNICATIONS

WP WORK POINT

RC REBAR & CAP

UD UNDERDRAIN

OHP OVERHEAD POWER

BLDG BUILDING

CIP CAST IN PLACE

ELEC ELECTRICAL

ROW RIGHT OF WAY

PT POINT OF TANGENCY

PC POINT OF CURVATURE

PI POINT OF INFLECTION

PVI POINT OF VERTICAL INFLECTION

NG NATURAL GRADE

PCC PORTLAND CONCRETE CEMENT

LF LINEAL FEET

IE INVERT ELEVATION

MD MEASURE DOWN

G GAS, NATURAL GAS

FP FIRE PROTECTION

FFE FINISH FLOOR ELEVATION

ELEV ELEVATION

UGP UNDERGROUND POWER

JBI

JBI

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LEGEND

ASPHALT TRAIL

EMBANKMENT SLIDE

IMPACT ATTENUATION TURF

SAFETY RAIL

SEED NATIVE GRASS

GRASS SOD

EXISTING EDGE OF ASPHALT

EDGING MATERIAL

LANDSCAPED AREA

ARTIFICIAL TURF

CONCRETE SLAB

BENCH

SCALE

10 10 20

1" = 10' US FT

SLIDE HILL AT

VINEYARD GROVE PARK

350 NORTH 100 EAST, VINEYARD, UTAH 84059

eoa

R2.5'

R9.5'

5'

5'

6' 6'

6'

6'

KEYED NOTES

FURNISH AND INSTALL ASPHALT TRAIL PER DETAIL A, SHEET C1-1

FURNISH AND INSTALL EMBANKMENT SLIDE, PROVIDED BY CONTRACTOR PER

MANUFACTURER SPECIFICATIONS

FURNISH AND INSTALL IMPACT ATTENUATION TURF PER DETAIL B, SHEET C1-1

FURNISH AND INSTALL SAFETY RAIL PER DETAIL D, SHEET C1-1

SEED NATIVE GRASS PER APWA 32 93 13

FURNISH AND INSTALL GRASS SOD

EXISTING ASPHALT TRAIL

FURNISH AND INSTALL EDGING MATERIAL

FURNISH AND INSTALL LANDSCAPED GROUND COVER, BUSHES , ETC.

FURNISH AND INSTALL ARTIFICIAL TURF

FURNISH AND INSTALL CONCRETE SLAB PER DETAIL C, SHEET C1-1

BENCH PROVIDED BY OWNER

TRAIL ADA LANDING AREA

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8'

6'

4'

ASPHALT TRAIL TYPICAL SECTION

NOT TO SCALEA SAFETY SURFACING AREA

NOT TO SCALEB

6'

5.00'

4" ASPHALT

6" UNTREATED BASE COURSE

UNDISTURBED NATIVE SOIL

OR GRANULAR IMPORT FILL

MAX 2%

ASPHALT TRAIL

CL

EMBANKMENT SLIDE

IMPACT ATTENUATION AREA

R6'

R6'

6" UNTREATED

BASE COURSE

UNDISTURBED NATIVE SOIL

OR GRANULAR IMPORT FILL

5" CONCRETE SLAB WITH

POLYMER STRAND

REINFORCEMENT

NOTES

1. BASE COURSE IS TO BE COMPACTED PER THE GEOTECHNICAL

ENGINEER'S RECOMMENDATIONS. IF NO SUCH RECOMMENDATIONS

PERTAIN, COMPACT TO 95% APWA 31 23 26.

2. CONCRETE IS TO BE 4,000 PSI TEST.

PRIVATE CONCRETE PAVING SLAB SECTION

NOT TO SCALEC

SAFETY POST RAIL

SAFETY RAIL

NOT TO SCALED

CLASS C CONCRETE

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GROUND INSTALLATION DETAIL

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PIPE SLEEVE DETAIL

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EXPANSION BOLT DETAIL

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ANCHOR PLATE DETAIL

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%%UTYPE 1

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%%UELEVATION

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GRIND SMOOTH

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(TYPICAL)

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4'-8" AT BIKE PATHS

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(4 RAILS AT 1'-2" SPACING)

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3'-6" (TYP)

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 6"

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TOP OF DOUBLE REINFORCED CONCRETE

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ANCHOR CONNECTION

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TYPE 1, 2 OR 3 PER PLANS

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COPE ENDS

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POST AND RAIL (TYPICAL)

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TOP OF WINGWALL

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WING WALL RAILING

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(WHERE APPLICABLE)

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VERTICAL POSTS EQUALLY SPACED

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8'-0" MAXIMUM

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LONG RADIUS

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ELBOW TYPICAL

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3'-6" (TYP)

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PRIOR TO WELDING

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VERTICAL POSTS EQUALLY SPACED

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8'-0" MAXIMUM

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GRIND SMOOTH

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(TYPICAL)

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1/4" X 5" X 5" MILD STEEL PLATE

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1/2" X 6" ANCHOR BOLTS (2 EACH PLATE)

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RAIL POST

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TOP OF CONCRETE

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1/4" X 5" X 5" MILD STEEL PLATE

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TOP OF CONCRETE

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RAIL POST

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RAIL POST

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SHRINK PROOF

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BOLTS & WASHERS

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ANSI TYPE 304

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STAINLESS STEEL

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GROUT UNDER PLATE AS REQUIRED (MAX 1/2")

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1/4" X 5" X 5" MILD STEEL PLATE

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RAIL POST

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10" X 2-1/2" DIA. STANDARD PIPE

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PIPE TO EXTEND 1/2" ABOVE TOP OF CONCRETE

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1" MIN

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30" MIN

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6" MIN

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CLASS C CONCRETE

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4" MIN

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4" MIN

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TYP

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WALL REINF.

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PER PLANS

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WALL REINF.

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PER PLANS

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WALL REINF.

AutoCAD SHX Text

PER PLANS

AutoCAD SHX Text

HEADWALL OR WINGWALL

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1. POSTS AND RAILS SHALL BE 1.90 INCH POSTS AND RAILS SHALL BE 1.90 INCH OUTSIDE DIAMETER, HIGH STRENGTH HEAVY INDUSTRIAL STEEL PIPE CONFORMING TO ASTM F1043 MATERIAL GROUP IA-2 (2.72 LB/FT, MINIMUM YIELD STRENGTH=50 KSI) OR MATERIAL GROUP IC GALVANIZED AFTER FORMING (2.28 LB/FT, MINIMUM YIELD STRENGTH=50 KSI) 2. PAINT RAIL PER APWA SECTION 09 91 00 PAINT RAIL PER APWA SECTION 09 91 00 WHEN REQUIRED BY PLANS, SHOP PRIME WITH RUST INHIBITING PRIMER (FIELD REPAIR PRIMER AS NEEDED). COLOR PER PLANS. 3. VERTICAL POSTS TO BE EVENLY SPACED. VERTICAL POSTS TO BE EVENLY SPACED. 4. REMOVE ALL SHARP EDGES. REMOVE ALL SHARP EDGES. 5. INSTALL SAFETY RAIL AS REQUIRED BY INSTALL SAFETY RAIL AS REQUIRED BY PLANS OR SPECIFICATIONS. 6. THE EMBEDMENT FOR ANCHOR TYPES 1, 2, THE EMBEDMENT FOR ANCHOR TYPES 1, 2, AND 3 SHALL BE LOCATED INSIDE THE WALL REINFORCEMENT CAGE. 7. SAFETY RAIL IS NOT TO BE USED AS A SAFETY RAIL IS NOT TO BE USED AS A PEDESTRIAN BRIDGE RAIL. 8. FOR SAFETY RAIL ON 8" BLOCK (CMU) FOR SAFETY RAIL ON 8" BLOCK (CMU) WALLS, THE TOP COURSE SHALL BE A BOND BEAM WITH 2-#4 LONGITUDINAL REBAR AND GROUT.

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8" MIN.

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8" MIN.

AutoCAD SHX Text

8" MIN.

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(4) 3/8" X 5" NUTS,

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EPOXY EMBEDDED

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EXPANSION OR

4521.80 ME

4521.70 ME

4528.62 TOA

4528.72 TOA

4528.80 TOA

4522.03 FG

4536.40 TOC

4522.73 FG

-2 9.

-1 .5

7%

-6.17%

-8.27%

-1.44%

-29.00%

-7.21%

-1.90%

-2 4.

4536.82 TOC

4537.10 TOC

4528.54 TOA

4528.64 TOA

4533.61 TOA

4533.54 TOA

4537.20 TOA

4536.89 TOA

4536.47 TOA

4523.00 TOA

4522.93 TOA

4525.93 TOA

4525.84 TOA

JBI

JBI

JBI

eoa eoa eoa eoa eoaeoa eoa eoa eoa eoa eoa eoa eoa eo a eo a eo a eo a eo a

4533.51 TOA

4533.44 TOA

4523.41 TOA

4523.31 TOA

4523.40 TOA

4523.50 TOA

-6 .1

3%

-6 .9

2%

(4525)

(4530)

(4535)

(4523)

(4524)

(4526)

(4527)

(4528)

(4529)

(4531)

(4532)

(4533)

(4534)

(4536)

(4537)

(4538)

(4539)

(4

0)

(45

(45

(4

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)(45

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2)(45

(45

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(4530)

(4535)

(4522)

(4523)

(4524)

(4526)

(4527)

(4528)

(4529)

(4531)

(4532)

(4533)

(4534)

(4536)

(4537)

(4538) (4539)

-0.25%

4537.19 TOA

4537.11 TOA

4536.90 TOA

4536.98 TOA

(4521)

(4522)

(4523)

(4524)

-70.04%

-6 8.

4521.95 FG

4522.65 FG

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