Cost Share - 2025 - Valnova - Eagle City Athletic Park Construction & Cost Share Amended Agreement - 9/29/2025
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K:\Planning Dept\Parks Planning\Spring Valley\road cost share\9-9-25 cost share agreement me1.doc
INTER
City of Eagle
Long Range Planning & Projects
OFFICE
To: Mayor Pike and City Council Members
From: Nichoel Baird Spencer, MCRP, AICP,
Director of Long-Range Planning & Projects
Subject: Amended to Construction & Cost Share Agreement for the Eagle City Athletic
Park
Date: September 4
CC: City Attorney
Attached is the draft amended construction and cost share agreement with Valnova for the Eagle City
Athletic Park. The document is in draft form at the time of packet release due to scheduling conflicts with
he City Attorney. An updated draft will be provided prior to the Council meeting on September 9th.
Changes proposed by staff to the to this document and inconsideration by the City attorney are as follows:
A new Exhibit A has been inserted to illustrate the improvements to both SH-16 and to the internal park
road.
Staff has requested Exhibit B be changed to reference the ITD ROW permit for the Pollard Lane and SH-
16 improvements.
Exhibit E has been updated to the August 8, 2025, bid results provided by Alliance consulting.
Per Paragraph 2b, the city must approve any change orders within 48 hours of the request. In order to
meet this timeline and not create delay and cost escalation the Council will need to give the Mayor
approval of change orders. Staff recommends that the Mayor be allowed to approve change orders up to
5% of the contract cost or $78,000 before requiring action by City Council. Once approved by the mayor
the approved change order will then be placed on the Council Consent agenda for review and comment.
Once the $78,000 is exceeded any additional change orders would need to come to the full Council. This
process was previously discussed with the Council, but this will be the first time implementing this
option. This amount should be included in the not to exceed amount approved by the City Council.
Per Paragraph 2d, Valnova is to be paid a 4% construction management fee. Staff recommends that this
be incorporated into the contract with a dollar amount of $62,542.42 and this be included in the not to
exceed amount of the contract.
With the above referenced changes, the contract not to exceed amount with Valnova will be for:
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K:\Planning Dept\Parks Planning\Spring Valley\road cost share\9-9-25 cost share agreement me1.doc
Detail Not to Exceed Amount
8-5-25 Bid Amount 1,563,561.00$
Mayor Change Order 78,000.00$
Construction Management 62,542.43$
Total Not to Exceed Amount 1,704,103.43$
City Construction Cost Share
There are sufficient funds in the current (FY24 budget) and the adopted FY 25 budget to complete construction.
Valnova’s goal is to complete construction by November 1, 2025. In order to meet this timeline and not have the
current bid amounts expire the contract needs to be approved at the September 9, 2025, meeting.
The overall project cost share is as follows:
Valnova City
SH-16/Pollard Improvements 925,000.00$ -$
Park Roadway 808,165.61$ 1,704,103.43$
Total: 1,733,165.61$ 1,704,103.43$
Cost Share: 50.4%49.6%
City of Eagle & Valnova Construction Cost Share
Staff and the City Attorney will be prepared to provide an overview of the agreement at the September
9,2025 meeting.
FIRST AMENDMENT TO
CONSTRUCTION AND COST SHARING AGREEMENT
(Eagle Regional Sports Complex)
THIS FIRST AMENDMENT TO THE CONSTRUCTION AND COST SHARING
AGREEMENT (this "First Amendment") is made this 11-M day of September 2025, by and between
the CITY OF EAGLE, a municipal corporation organized and existing under the laws of the State of Idaho
("Eagle" or "City"), and VALNOVA, LLC, a Utah limited liability company (" Valnova"). The City and Valnova
may be referred to in this First Amendment individually as a "Party" or collectively as the "Parties", as warranted
under the circumstances.
RECITALS
WHEREAS, Valnova is the owner and developer of the Valnova master -planned community
located of State Highway 16 and adjacent to the Eagle Regional Sports Park and continues to desire to
increase the functionality of a previously constructed secondary access which, currently consists of a gravel
road that runs through the Eagle Regional Sports Park via a Cross Access and Public Utility Easement
Agreement entered into on October 10, 2023, between the Parties and recorded in the real property records
of Ada County as Instrument No. 2023-065422 (the "Secondary Access");
WHEREAS, the City owns and has completed the design for park related improvements located
off State Highway 16 within the Eagle Regional Sports Park, and now desires to begin construction of those
improvements;
WHEREAS, the Parties entered into that certain Construction and Cost Sharing Agreement (Eagle
Regional Sports Complex) dated May 28, 2024 (the "Agreement"), whereby Valnova agreed to pave and
provide other road related improvements related to the Secondary Access necessary to obtain approval from
the Idaho Department of Transportation for a highway access permit onto State Highway 16, and City
agreed to reimburse Valnova for the third -party engineering design and permitting services;
WHEREAS, as part of constructing roadway improvements Valnova did contract with a third -
party engineering firm to complete the roadway design and permitting of the Secondary Access to the Idaho
Department of Transportation specifications and received partial reimbursement from the City to pay for
those third -party engineering services; and
WHEREAS, the Parties desire to clarify each Party's role and financial responsibility with regards
to: (i) who will be responsible to manage construction activities, (ii) who is responsible to pay for specific
improvements for the Highway 16/Pollard Land intersection, Secondary Access roads and surrounding
Eagle Regional Sports Park improvements, (iii) define timing to construct each improvement and
construction management fees, and (iv) who shall own and maintain each improvement once they are
completed;
WHEREAS, the Parties now desire to amend the Agreement to clarify said roles and financial
responsibilities regarding construction activities related to the Secondary Access improvements, Highway
16/Pollard Lane improvements, and any adjacent Eagle Regional Sports Park improvements as depicted on
the site plan attached as Exhibit A.
NOW, THEREFORE, in consideration of the forgoing premises, the mutual promises set forth herein
and for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged
and agreed, and in consideration of the recitals above, the. Each Party represents, covenants and agrees to
the following:
FIRST AMENDMENT TO CONSRUCTION AND COST SHARING AGREEMENT 1
FIRST AMENDMENT TO CONSRUCTION AND COST SHARING AGREEMENT 2
1. Valnova Responsibilities.
a. State Highway 16/Pollard Lane Improvements. Valnova shall be responsible to manage the
construction of and shall be responsible to pay for one hundred percent (100%) of the
construction costs for the new Highway 16 and Pollard Lane intersection improvements. These
improvements shall be constructed per the standards and specifications as outlined in the
approved Pollard Lane and State Highway Intersection Construction Drawings dated
_____________ and included herein as Exhibit B. The cost for the Pollard Land and SH16
Intersection Improvements construction costs is approximately $900,479.50 and is more fully
outlined in Exhibit C.
b. Secondary Access Road Improvements. Valnova shall be responsible to manage the
construction of and shall be responsible to pay one hundred percent (100%) of the construction
costs associated with constructing the Secondary Access paved roadway section and gravel
roadway section. These improvements shall be constructed per the standards and specifications
as outlined in the approve Eagle Regional Sports Park Construction Drawings Phase 1
(Roadway Only) dated_________________, included herein as Exhibit D. The cost for
Valnova portion of Eagle Regional Sports Park Phase 1 (Roadway Only) construction costs is
approximately $2,051277.91and is more fully outlined in Exhibit E. Valnova shall be
responsible to review, approve and pay for any change orders that may arise within this scope
of work as outlined in Exhibit E related to the Secondary Access road’s paved and gravel road
segments. Valnova shall not be responsible for any utility service lines, sleeving, storm
drainage, curb-gutter, parking, sidewalk, trails or landscaping associated with the Secondary
Access roads or any other improvement related to the surrounding Eagle Regional Sports Park.
c. Ownership and Maintenance. Upon completion of the Highway 16/Pollard Lane
Improvements, the improvements located within the Highway 16 right of way shall be owned
and maintained by the Idaho Transportation Department. Upon completion of the Secondary
Access paved and gravel road improvements shall be owned and maintained by the City of
Eagle.
2. City Responsibilities.
a. Eagle Regional Sports Park Improvements. City agrees to be responsible to pay one-hundred
percent (100%) of the construction costs associated with all Eagle Regional Sports Park
improvements located outside the paved and gravel road, including but not limited to, any utility
service lines, sleeving, storm drainage, curb-gutter, parking, sidewalk, trails, landscaping, ball
field improvements, buildings, etc. as outlined in the approved Eagle Regional Sports Park
Construction Drawings Phase 1 (Roadway Only) dated_________________, and included
herein as Exhibit D. Valnova, as the construction manager for improvements made during the
2025 calendar year, shall be responsible to present any change orders that may in regards to
scope of work for the Eagle Regional Sports Park to the City for review. The cost for the City’s
portion of the Eagle Regional Sports Park Phase 1 (Roadway Only) is approximately
$1,563,561.65 and is more fully outlined in Exhibit E.
b. Change Order and Payment. The City shall be responsible to review and provide a timely
approval or disapproval of any change order within 48 hours of the change order being presented.
The City shall be one-hundred percent (100%) responsible to pay for any cost associated with
reviewing, approving or denying any change order presented. The City shall also be responsible
to pay one-hundred percent (100%) of all costs for any approved change order or any foreseen
or unforeseen effects to other improvements that may arise if change order is recommended and
not approved.
FIRST AMENDMENT TO CONSRUCTION AND COST SHARING AGREEMENT 3
c. Ownership and Maintenance. Upon completion of any Eagle Reginal Sports Park improvement
(partial or complete), the improvements shall be owned and maintained by the City of Eagle.
d. Construction Management Fee. The City agrees to pay Valnova a four percent (4%)
construction management fee of all improvements Valnova manages construction for on behalf
of the City during the 2025 calendar year. The management fee will be paid at the time
construction improvements are completed on a monthly basis. The Parties may amend this First
Amendment and extend the Valnova’s construction management services on the same basis in
subsequent years if both parties are in agreement.
3. Invoicing and Payment. Valnova shall be responsible to provide a monthly invoice to the City detailing
the improvements that have been constructed and any construction management fees, as outlined in
Section 2, during the prior calendar month along with copies of supporting documentation such as
receipts and/or invoices from engineers and contractors performing the work. If the City contests any
portion of an invoice presented for payment, the City will promptly notify Valnova and the Parties will
promptly and diligently endeavor to resolve the contested items. If the Parties are unable to come to
agreement on the disputed item, either Party may provide the other Party written notice and intent to
mediate the matter. The Parties shall promptly and diligently agree on a mediator selected from the
Idaho Supreme Cout Mediators Roster. While the matter is in mediation, all non-contested items on the
invoice shall be paid by the City within thirty (30) days of receipt of invoice.
4. Miscellaneous.
a. Validity of Agreement; Conflicts. All terms, conditions, and provisions contained in the
Agreement not amended hereby shall remain unchanged, valid, and in full force and effect,
binding upon the Parties; provided, however, that in the event of any conflict between the terms
of this First Amendment and the Agreement, the terms of this First Amendment shall control.
b. Severability. If any provision of this First Amendment is declared void or unenforceable, such
provision will be severed from this First Amendment, and this First Amendment will
otherwise remain in full force and effect.
c. Exhibits and Recitals. Any exhibit attached hereto and the Recitals set forth above are hereby
incorporated herein with the same force and effect as if fully set forth in the body of this First
Amendment.
(Signatures on the following page)
IN WITNESS WHEREOF, the Parties hereto, having been duly authorized, have executed this
First Amendment to be effective as of the Effective Date.
THE CITY: VALNOVA:
CITY OF EAGLE, IDAHO, a municipal Valnova, LLC
corporation organized and existing under a Utah limited liability company
IN WITNESS WHEREOF, the Parties hereto, having been duly authorized, have executed this
First Amendment to be effective as of the Effective Date.
THE CITY:
CITY OF EAGLE, IDAHO, a municipal
corporation organized and existing under
the laws of the State of I o
By:
d Pike, Mayo
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VALNOVA:
Valnova, LLC
a Utah limited
By:
Nick Weaver`.4ts Gen ral TV
Dated:__ l
FIRST AMENDMENT TO CONSRUCTION AND COST SHARING AGREEMENT 4
EXHIBIT A
Site Plan
(See Attached)
TCONWSH16 Improvements Valnova FundedGLENCARA PKWY
STATE HWY 16
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Alliance ConsultingA Planning and Engineering FirmClient No.Project No.Date:Drawn By:Drawing SheetSheetofSheetsFile Name:Access Managment 2025.dwgFORVALNOVAACCESS MANAGEMENTEXHIBITVALNOVALOCATED INEAGLE CITYADA COUNTY, IDAHOSLK09-03-202530013002_1111 inch = ft.( IN FEET )GRAPHIC SCALE500LEGENDPAVED ROADWAYSGRAVEL SECONDARY ACCESS
EXHIBIT B
State Highway 16 and Pollard Lane Intersection Construction Drawings
(See Attached)
District 3 Right-of-Way Encroachment Permit Cover & Inspection Form
ITD CONTACT:
Primary Joni Parks cell 208-781-3108 or joni.parks@itd.idaho.gov
Secondary Zeb Jerman- Cell 208-642-7699, or zeb.jerman@itd.idaho.gov
Work Description: Installing new commercial access with right and left turn lanes. Tree removal to clear
sight distance. Permit cannot be signed off until the right of way dedication is completed and recorded.
Email Permit number and route start date request a minimum 5 business days in advance to the above ITD
contact. Email correspondence shall reference the permit number in the subject line. Keep email of approved
start date onsite with permit. If needed, request to meet on-site to review the project and permit
requirements.
• Submit material certification prior to placement.
• Submit Mix designs for asphalt/concrete, if applicable, 14 days in advance to ITD for review and
approval.
• It is expected that the traffic control will be set up per the approved traffic control plan to ensure
both public and workers safety. In the event an inspection is done and the traffic control setup does
not meet the approved traffic control plan, the permit holder will be asked to fix the discrepancies. If
the permit holder fixes the traffic control, this will be considered a warning. If another inspection
happens and the traffic control setup does not meet the approved traffic control plan again, the permit
will be pulled until a meeting can be held with all parties to fix the discrepancies. Possible discussion
points at the meeting would be what steps the permit holder will do to ensure the discrepancies will
not happen again, and possibly what, if any, funds will need to be added to the permit to cover
additional permit inspection costs. If required, the inspection costs could be as much as $400 per week.
Prior to completion:
• Prepare all required documentation, including As-Built submittals.
• Send a notification email to the ITD Foreman that work is complete and schedule to meet on-site for
Inspection, all documentation must be available for inspection, list permit number on each sheet ITD Use Only: ☐Yes ☐No Was Traffic Control Set up and Removed per plan ☐Yes ☐No Did you receive contact information for emergencies
As ITD’s representative, I accept that the work was completed.
ITD Authorized Representative Signature Date
X
CITY OF EAGLE
PO BOX 1520
EAGLE, ID 83616
PERMIT #
ROUTE
MILE POINTS
EXPIRATION
3-25-010-A
SH 16
102.60 RIGHT
4/16/2026
-
Rev. May 2018, Idaho Transportation Department – District 3, 8150 Chinden Blvd, Boise, ID, 83714, phone (208) 334-8300
District 3 General Provisions
Work time restrictions & Temporary Traffic Control (TTC):
Night Work Only - lane closures or restrictions will be between the hours of 10pm and 5am only. Traffic control shall be removed
with lanes open by 5am. Hours may be modified by the area Inspector. Shoulder work only, is allowed during the day.
☐ Yes - District 3 has accepted a TTC plan with the issuance of this permit.
☐ No - TTC plan has not been accepted and must be submitted for acceptance prior working in ITD right-of-way
☐ NA – TCP not required for this permit.
Positive separation shall be used within the clear zone when trench depth is more than 2 feet deep.
Traffic Control must be erected and maintained to meet: Current ITD Traffic Control Requirements, the Manual on Uniform Traffic
Control Devices (M.U.T.C.D) and Work Zone Safety and Mobility program, as adopted by the State of Idaho. TTC plan must be on-site
and available for inspection during traffic control set up and removal. Hours may be modified by ITD Forman or his assigns.
Notice of Responsibility:
• Issuance of permit shall serve as a temporary permit to construct and does not constitute approval or acceptance.
• Permittee shall be responsible to contact ITD as shown in permit packet.
• Final acceptance for approaches and public streets shall be by signed inspection with supporting documentation.
• Final acceptance for all other encroachments shall be determined after work has been completed as acceptable by ITD.
• All permit work is subject to required documentation and/or inspection.
• Permit is not exclusive and shall not prohibit the State from using any of its highways, streets, or public places or affect its
right to full supervision and control over all or any part of them.
• ITD may revoke, amend, amplify, or terminate permit or any of the conditions herein enumerated if the permittee or its
contractors fails to comply with any or all of its provisions, requirements, or regulations as herein set forth or through willful
or unreasonable neglect, fails to heed or comply with notices given, or if the approach, structure, or subject herein granted
is not installed or operated and maintained in conformity herewith.
511 Traveler Information
Email the ITD Contact, ITDD3-511ReportNotification@itd.idaho.gov and itdd3permits@itd.idaho.gov Include in subject line ITD permit
#, inform of: dates of work, start time, end time, route affected, mile points, direction of travel for lane closure, type of traffic control,
additional comments.
Safety & Work Zone Practices
All operations shall comply with ITD - Work Zone Safety and Mobility program as adopted by the State of Idaho, (OSHA) regulations as
enacted by The United States Department of Labor Occupational Safety and Health Administration, and MUTCD. All workers within
the highway right-of-way who may be exposed either to traffic or to construction equipment within the work area shall wear high-
visibility reflectorized safety apparel that is intended to provide conspicuity during both daytime and nighttime usage, and meets the
Performance Class 2 or 3 requirements of the ANSI/ISEA 107–2004 publication and MUTCD (6E.02).
Damages
The Permittee shall be responsible for damages caused during permit activity and guarantee workmanship for 2 years after
completion. Damages must be reported to the area Foreman immediately. Repairs shall be made by the permittee as directed by the
ITD authorized representative at no cost to the Department. If the permittee fails to make the necessary repairs, the Department will
make the repairs and bill the permittee. No new permits shall be issued to the permittee until such claims have been settled.
Expeditious
Prior to beginning construction within State right-of-way, sufficient labor, material and equipment shall be at the job site to
expediently complete the project. Completion shall not be delayed by work planned or otherwise scheduled to be completed outside
of the State right-of-way and should be planned and coordinated independently. All ITD permitted work shall be completed and
available for final inspection within 30 days from commencement. Work that cannot be completed within 30 days, or expediently as
determined by ITD, shall have a critical path timeline prepared by the permittee for ITD review and acceptance prior to
commencement.
Rev. May 2018, Idaho Transportation Department – District 3, 8150 Chinden Blvd, Boise, ID, 83714, phone (208) 334-8300
Addendums
Any addendum “change order, alteration or modification” to this permit or any of its terms or conditions, must be authorized and
signed by an ITD authorized representative. Addendum shall be on-site and available for inspection (with original permit) during
construction activities. Addendum will be filed on record along with permit at ITD District 3 Traffic Section.
__________________
ITD Use Only
Permit # ITD 2105, Rev. 3-2023 Supplemental Material and Excavation Requirements
For Permits in the State Right of Way
Permittee MUST also follow the General Requirements and other applicable supplemental requirements.
From IDAPA 39.03.42 Rules Governing Highway Right-of-Way Encroachments on State Highway Rights-of-Way, and ITD Specifications, Policies &
Procedures.
Excavation & Paving: Requirements apply to work under ITD encroachment permit that includes any operation in which earth, rock, or other
material in the ground is moved or otherwise displaced by any means including, but not limited to: location and installation of utilities, site
preparation, approach / roadway construction, grading, trenching, boring, landscaping, and restoration.
Specification - All work within ITD right-of-way shall be in accordance with Idaho 2023 Standard Specifications for Highway
Construction, supplemental, latest editions, excepting the details listed within.
Construction – Shall be in accordance with accepted stamped engineered drawings or drawings referencing ITD standard drawings to the
specification listed above. Contact ITD for any conflict in plans, all work shall meet the satisfaction of the ITD, District Engineer. All costs
associated with permit are at the expense of the permit holder. ITD will not pay or reimburse costs associated with work completed under
encroachment permit.
As-Built drawings
Subject to all ITD encroachment permits - shall apply when work consists of the exposure, installation, or modification of pipe, conduit,
cable, or other utility conveyance. Overhead utilities are excluded from this requirement except for new pole or structure placement.
Compaction effort is also included with this submittal where 3rd party reporting is not required.
•Document precise location any utility placed or encountered within work area. Reference utility location from the highway
centerline or edge of right-of-way, dimension horizontal, vertical and/or depth. Include utility type, size, and quantity.
•Submittals should be as “plan and profile” format, other methods may be accepted with prior authorization. Submittals
may be in the form of: (GIS) geo-referenced spatial data bore logs, drawn/sketched by knowledgeable personnel, or prepared
as-constructed drawings by a licensed Engineer.
•Compaction effort and method: list type of equipment used, number of passes, estimated percentage of compaction.
Certification and Materials
Materials - shall be documented and submitted for approval a minimum of 14 business days prior to the planned placement on form
ITD 0862.
•All materials shall be sourced from an ITD Qualified Vendor. Lists of qualified vendors available upon request.
•Weight tickets shall be provided with each load of material identifying the material type and to certify the material properties.
•Acceptance shall be in accordance with ITD Quality Assurance (QA) Manual.
•ITD will accept materials for use based on the manufacturer’s certification in accordance to section 700.
Mix designs - shall be submitted for approval a minimum of 14 business days prior to the planned placement.
Testing & Compaction - when required from the guidelines listed in this provision testing and compaction reports shall be performed by a
3rd party qualified commercial material inspection laboratory, using WAQTC qualified personnel. Certification must be submitted prior to
ITD Final Acceptance.
•In-Place density and moisture content of soil and soil aggregate by nuclear methods shall be required for traveled way paving.
Documented on form ITD 0850
•Small quantities will be accepted by certification per the QA Manual section 270.04 Acceptance of Small Quantities
•Excavation and Embankment shall meet the testing requirements of section 205 – Classes of Compaction and Density
Requirements.
•Granular Subbase shall meet the requirements of section 301 – Granular Subbase.
•Traveled way paving, intersection paving, and paving at intersection radiuses, cores are required in accordance with Standard
Specification 405.03L for in-place density acceptance. A minimum of one core shall be required for small quantity paving in these
locations.
•Small quantity pavement and soil / aggregate that do not require testing by cores for in-place density or in-place density by
nuclear methods include small patches, utility repairs, residential / field approach, and pavement placed outside the traveled way.
The ITD Engineer may elect to require samples and tests for small quantities at any time.
•All testing shall be documented with field or test reports and submitted to the permit coordinator. ITD retains the right to
perform confirmation testing.
Excavation - Inside Roadway Prism
DESCRIPTION: This work shall consist of excavating along or within the engineered/structural portion of the highway (see Roadway Prism)
backfilling and compaction of the excavated area, restoring the paved surface; and then restoring other disturbed areas to their original
condition.
Materials – see Certification and Materials, Lean Concrete Backfill, Earthwork and Bases, Surface Courses and Pavement
CONSTRUCTION REQUIREMENTS:
Backfill - Lean Concrete Backfill (see lean concrete backfill) shall be required unless prior acceptance has been authorized and
documented by ITD.
Lean Concrete shall be placed so as to avoid segregation of the mixture. The material shall be allowed to set for a minimum of 2 hours
before the permanent Hot Mix Asphalt surfacing is placed. No compaction, vibration or finishing is required for lean concrete.
Excavation - Outside Roadway Prism
DESCRIPTION: This work shall consist of excavating outside the engineered/structural portion of the highway (see Roadway Prism)
backfilling and compaction of the excavated area; then restoring other disturbed areas to their original condition.
MATERIALS – see Certification and Materials and ITD Standard Drawings as attached
CONSTRUCTION REQUIREMENTS:
Compaction – The use of sufficient compaction effort and equipment shall be documented on As-built drawing submittal. Compaction shall
be sufficient to avoid settlement for a period of 2 years.
Backfill – typically native soil however shall conform to the more restrictive of: accepted engineered stamped plans, ITD Roadway Plan
Sheet, or as directed by the ITD. Note: Super Elevated or curved embankments may have special requirements of the ITD Engineer.
Excavation in areas that include inside and outside the roadway prism shall conform to the specification at each respective location.
Bell-Holes & Pot-Holes
Description: - This work shall consist of excavating for the locating of utilities;
Restoration shall conform to the detail specifications of Excavation Inside / Outside Roadway Prism. The Permittee shall be responsible for
any defect in the restoration at the pot-hole location for a period of two years. The maximum allowable settlement shall be ¼ inch as
measured with a 10 foot straight edge.
Pot-Holes are defined as twelve inches by twelve inches (12”X12”) and smaller.
Bell-Holes are defined as a hole larger than twelve inches by twelve inches (12”X12”), but less than five feet by six feet (5’X6’).
Lean Concrete Backfill
Lean Concrete Backfill shall conform to these approximate materials proportions for 1 cubic yard:
Portland cement: 94 lbs.
Coarse Aggregate for Concrete-Size 1: 2,600 lbs., per subsection 703.02:
Fine Aggregate for concrete: 800 lbs. per subsection 703.02
Water: 30-46 gallons. Water content given is a maximum and may be reduced. Care shall be taken to assure that excess water is not
present in the mixing drum prior to charging the mixer with materials. Thorough mixing will be required prior to discharge.
Earthwork and Bases sections 200-300
Materials & Testing– see Certification and Materials
Minimum depth 0.5’ (6”) – ¾-inch Untreated Aggregate type “A” or “B”
Minimum depth 1.45’ (17 13/32”) – Granular Sub base
Geotextile (filter fabric) shall be placed between the subgrade and the subbase in accordance to section 718.07 the geotextile shall be Type
III
Construction notes:
Excavate soft spot material and repair soft spots so the subgrade meets compaction and density for Class A compaction as specified in
205.03F
Surface Courses and Pavement section 405
Materials & Testing - see Certification and Materials
Minimum depth .45’- Superpave Hot Mix Asphalt SP3 ½ -inch nominal maximum aggregate, using PG 64-34 Binder or better include 0.5%
anti-strip additive in accordance to subsection 405
Construction notes:
1.Pavement density cores shall be required for all traveled way paving. Core samples shall be tested in accordance to 405.03L (includes
traffic lanes and shoulders) excludes: approaches where traffic lanes are not included and pavement placed outside the traveled way.
Additional locations for samples may be required at the discretion of the ITD Engineer.
2.Removal of existing pavement within wheel path shall require a full lane-width repave ↕ (12’min.) to a length sufficient to achieve
surface smoothness conforming to Section 405 – Superpave Hot Mix Asphalt.
3.Repave of excavated trench shall be a minimum 15’ in both directions (15’) ↔ (15’) of the traveled way measured from the trench wall,
and shall extend beyond the wheel path at intersections and turn lanes.
4.Surface smoothness will be checked with a 10’ straight edge to verify it conforms to Section 405 – Superpave Hot Mix Asphalt. The
contractor shall be required to repair any areas to meet the required surface smoothness.
5.Existing plant mix shall be saw-cut to neat lines; no wheel or jackhammer cutting shall be permitted. The sawed joints shall be
perpendicular and longitudinal to centerline of the roadway with exception to “curb return” radii may be cut to neat 45 degree angles.
. HMA shall be placed in two lifts at 0.25'/0.2'.
6.The longitudinal joints shall be located close to a lane line, after final striping, and shall not be located in the wheel path areas of the
lane(s).
7.Prior to the placement of Hot Mix Asphalt, any temporary base or plant mix shall be removed, replaced with new material, and
compacted to achieve the specified depths.
8.Treat the entire cut face of existing plant mix with a tack coat in accordance to section 401 and 405.03I
9.Superpave Hot Mix Asphalt shall be placed in accordance with Section 405.
10. Joining new asphalt to existing pavement (pave-back) should be keyed to avoid a vertical split or separation in pavement.
11.Temporary cold-mix asphalt surfacing may be used in conjunction with the lean concrete backfill to accommodate traffic within the
first two (2) hours of backfill placement, prior to completing the permanent repair.
12.At the Contractors option, the trench may be temporarily filled with lean concrete backfill to the level of the adjacent pavement to
accommodate traffic until permanent patching can be accomplished. The lean concrete backfill shall be removed to the level of the
bottom of the base course prior to placing the permanent base and Superpave Hot Mix Asphalt.
13.Superpave Hot Mix Asphalt patching shall be completed within 24 hours after completing base course compaction. Traffic shall not be
allowed on the permanent backfill or base prior to paving.
14.The permanent repair shall be completed within 48 hours, unless other arrangements have been made with ITD, District Three -
Operations Manager.
Additional Notes:
1.Bedding Material – Bedding material shall consist of ¾” Untreated Aggregate for Base, Type “A”. It shall be placed as shown in the
attached typical section or in layers at a maximum lift thickness of 6 inches and in accordance with ASTM D2321.
2.Geotextile (Filter Fabric) – Geotextile shall be accepted in accordance to section 718. If geotextile (filter fabric) is encountered while
excavating, work shall cease, the ITD area maintenance Foreman shall be notified. The geotextile shall be required to be repaired. The
repair shall consist of cutting out and replacing all the damaged material. The new geotextile material shall overlap the existing material a
minimum of two (2) feet and be properly attached to the existing material.
3.Markers are required at each Right of Way line for all crossings, and at 500’ intervals for utilities buried along the shoulder. Closer
spacing will be used in urban areas. Plastic ribbon is required in addition to the markers and should be installed at least one foot above the
utility being marked. Plastic ribbon is not required on crossing where the utility is jacked under the roadway
4.Structure Excavation – Excavation shall meet the requirements of Section 210 – Structure Excavation and Compacting Backfill.
Material shall be removed from the trench as shown in the attached typical section.
5.Trenches / Splice Pits shall not be left open or exposed overnight without proper traffic control and safety devices in place.
6.Monuments - Idaho Statute 54-1234 If any person shall willfully deface, injure or remove any signal, monument, building or other
object set as a permanent boundary survey marker by a registered, professional land surveyor, he shall forfeit a sum not exceeding five
hundred dollars ($500) for each offense, and shall be liable for damages sustained by the affected parties in consequence of such defacing,
injury or removal, to be recovered in a civil action in any court of competent jurisdiction. Idaho Statute 18-7021 Every person, not the
owner thereof, who willfully mars, disfigures breaks or otherwise injures, or molests, removes or destroys, any work of art, monument,
landmark, historic structure, shade tree, shrub, ornamental plant, or useful or ornamental improvement, is guilty of a misdemeanor.
7.Landscaping - The permit holder shall return to original condition and re-seed all areas disturbed. Berms and/or fences will not be
permitted. Only flowers, grasses and shrubs with a mature height not to exceed three (3) feet or trimmed with no sight obstructions
between three (3) feet to five (5) feet in areas with a posted speed limit of 35 M.P.H or less, and three (3) feet to seven (7) feet in areas
with a posted speed limit above 35 M.P.H. will be allowed within the sight triangle at corners and the safety clear zone of the State Highway.
Landscaping shall be short enough or trimmed so it doesn’t interfere with State Highway signs. No rocks over four (4) inches maximum
size. Sprinkler heads shall be no closer than five (5) feet from the pavement edge and adjusted to not cause water to cover any part of the
highway surface. IDAPA Rule 39.03.42 , # 13. Drainage, B. Landscaping irrigation systems shall not disturb, obstruct, or add to the normal
drainage patterns of the State highway right-of-way. No new ditches shall be constructed without prior approval. Landscaping, farming,
and irrigation systems shall not interfere with utility installations, removals, or operations.
References and Standards Publications
https://apps.itd.idaho.gov/apps/manuals/SpecBook/SpecBook23.pdf
https://apps.itd.idaho.gov/apps/manuals/QAm/QA_Searchable_2018.pdf
http://apps.itd.idaho.gov/apps/manuals/UtilityMgmt/gum_cover.pdf
http://apps.itd.idaho.gov/apps/manuals/manualsonline.html
http://www.digline.com/
Idaho 2023 Specification for Highway
Construction
ITD 2018 Quality Assurance Manual
Idaho Guide for Utility Management
ITD manuals
Digline
OSHA https://www.osha.gov/
ITD 2106, Rev. 3-2023 General Requirements for All Encroachment Permits in the State Right of Way
Permittee MUST also follow all applicable Supplemental Requirements
From IDAPA 39.03.42 Rules Governing Highway Right-of-Way Encroachments on State Highway Rights-of-Way, and ITD Policies & Procedures.
1.A paper or digital copy of the permit, including the Traffic Control Plan and all attachments must be at the work site while work is in progress (digital copies
must be downloaded so that they are accessible even where there is no cell service or internet). Any addendum, change order, alteration, or modification to this
permit or any of its terms or conditions must be authorized and signed by an ITD representative and must be on-site and available for inspection (with original
permit) during construction activities. All addendum become part of the permanent permit record.
2.Once the permit is approved, the permittee must notify ITD five (5) working days before starting the permitted work. If plans change, the permittee must
notify ITD again 5 days before starting the permitted work. No work will begin until an authorized representative of ITD gives the permittee permission to begin
work. Work must be completed within one (1) year and once work begins, it must be completed within thirty (30) days. At the discretion of the District Engineer, a
one-time extension, no more than six (6) months, may be granted if a written request is received from the permittee before the expiration date. If the permitted
work does not begin within one year of permit issue date, ITD will send notice that the permit is void. The permittee must submit a new application to continue.
3.All work within the State Highway Right-of-Way must observe and comply all applicable laws, ordinances, regulations, orders and decrees and with government
and industry standards, including Americans with Disabilities Act, regulations as enacted by The United States Department of Labor Occupational Safety and
Health Administration (OSHA), and the current ITD Traffic Control requirements and ITD Work Zone Safety and Mobility Policy (Copies are available from ITD upon
request). The permittee is responsible for obtaining all other necessary permits and approvals before to starting work. ITD may request documentation of the local
jurisdiction’s land-use approval.
4.The permittee must provide all material, labor, and equipment involved in the permitted work including furnishing drainage pipe, curb, gutter, concrete
sidewalk, etc., where required. All materials must be sourced from an ITD Qualified Vendor. Lists of qualified vendors available upon request. Before beginning
work sufficient labor, materials and equipment must be at the job site to efficiently complete the project.
5.Idaho Statute Title 55, Chapter 22, Section 55-2205c through 55-2210 requires that if any excavation is involved, the applicant must notify the One Number
Notification Service by calling 8-1-1 at least two business days and not more than 10 business days before starting excavation. Go to http://www.digline.com for
more information. Digline will not notify ITD to mark facilities! There may be ITD owned underground facilities present within the permit work area. The contractor
must request locations of buried utility facilities owned by the State by contacting the District Traffic Signal Foreman, and by contacting the Area Foreman for all
other ITD facilities (contact information will be provided in the permit approval letter). All known facilities must be marked before excavation takes place.
6.ITD approved Traffic Control must be in place and maintained during work and meet the most current editions of: ITD Traffic Control Requirements, the Manual
on Uniform Traffic Control Devices (MUTCD). The Traffic Control Plan (TCP) must be on-site and available for inspection while traffic control is in place, and during
set up and removal. Violations of the TCP or MUTCD requirements may result in immediate shut-down of the permitted work and revocation of the permit.
7.All utilities must be installed under culverts. Work done under this permit must be constructed in a way that does not cause water to flow onto the roadway or
shoulder and must not interfere with the existing drainage on the State Highway System or any nearby drainage systems.
8.ITD may inspect the materials and workmanship during construction and upon completion to determine that all terms and conditions of the permit are met.
Inspectors are authorized to enforce the conditions of the permit during construction and to stop any activities within state Right-of-Way that do not comply with
the requirements of the permit, that conflict with current pr future highway construction or maintenance work, or that endanger highway property, natural or
cultural resources protected by law, or the health and safety of workers or the public. Any encroachment that is found not in compliance with the requirements of
the approved permit may be required to be modified, relocated, or removed at the sole expense of the permittee upon written notification by the District Engineer
or authorized representative. The permittee must reimburse ITD at industry standard rates for additional inspection required to ensure permit compliance.
9.Upon completion of the permitted work, at the permittee's expense, the Right-of-Way must be restored to original condition or better the satisfaction of ITD
including the removal of all trash and debris, repair of any and all damage, correction of any interferences with highway drainage, restoration of survey
monuments and traffic control devices, and all required grading and seeding. If the permittee fails to make the necessary repairs, the Department will make the
repairs and bill the permittee.
10.All permitted work must be completed and available for final inspection within thirty (30) days after construction begins, unless otherwise written in the special
provisions of the permit. After construction is completed the permittee must notify the ITD Maintenance Foreman for final inspection. The contact information for
the foreman will be included in the permit approval letter. Permit will be considered temporary until final approval by ITD. The permittee must maintain the
encroachment covered by their permit at their own expense.
11.ITD reserves the right to add, remove, modify, repair, or relocate any encroachment(s) or item(s) within the Highway Right-of-Way which currently exists or
has been authorized by this permit, to accomplish the relocation, reconstruction, widening, or maintenance of the highway and/or to improve safety or mobility on
or adjacent to the highway system. Any change or removal will be made at the sole expense of the permittee, or its successors. All such modifications, relocation,
or removal by the permittee will be done in such a way that will cause the least interference with the traveling public or any of the ITD’s work.
12.The Permittee will be responsible for damages caused during permit activity and guarantee workmanship for two (2) years after completion. Damages must be
reported to the area Foreman immediately. Repairs shall be made by the permittee as directed by the ITD authorized representative at no cost to the Department.
If the permittee fails to make the necessary repairs, the Department will make the repairs and bill the permittee. No new permits shall be issued to the permittee
until such claims have been settled.
13.ITD may revoke, amend, amplify, or terminate this permit or any of its conditions if the permittee fails to comply with any or all of its conditions, requirements,
or regulations or through willful or unreasonable neglect, fails to heed or comply with notices given by ITD, or if a utility, approach, or other item is not installed
or operated and maintained according to the permit requirements.
14.After the permitted work is complete and receives final approval, any modification, addition, repair, relocation, or removal of the encroachment granted by
this permit will require a new permit before beginning work.
ITD Use Only
Permit #ITD 2107, Rev. 3-2023 Supplemental Requirements from MUTCD for
All Permits in the State Right of Way
Permittee MUST also follow the General Requirements and other applicable supplemental requirements.
From Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), IDAPA 39.03.42 Rules Governing
Highway Right-of-Way Encroachments on State Highway Rights-of-Way, and ITD Policies & Procedures.
All flagging personnel will have flagging certification valid in Idaho (some other States are accepted). All traffic control plans will be
prepared and signed by a Traffic Control Supervisor or Professional Engineer.
Traffic Control Plans, including requirements and work hours, may be modified by ITD Foreman or representative.
Equipment or materials must be removed at the end of each shift, especially during winter months when plowing takes place. Parked
equipment and stored materials will be as far from the traveled way as feasible.
If the work requires the traffic control equipment to be left within the right of way when work is not taking place, the equipment must be
delineated and protected with appropriate approved traffic control devices.
Night Work Only - lane closures or restrictions will be between the hours of 10pm and 5am only. Traffic control shall be removed with
lanes open by 5am. Hours may be modified by the area Foreman.
Open trenches and pavement drop-offs will not be left overnight unless properly protected with appropriate traffic control devices.
Positive separation must be used within the clear zone when trench depth is more than 2 feet deep.
Items, excavations, or obstacles within 30 feet of the traveled way will be properly marked and/or protected.
All workers within the highway right-of-way who may be exposed either to traffic or to construction equipment within the work area shall
wear high-visibility reflectorized safety apparel that is intended to provide conspicuity during both daytime and nighttime usage, and
meets the Performance Class 2 or 3 requirements of the ANSI/ISEA 107–2020 publication and MUTCD (6E.02).
MUTCD Section 6E.02 High-Visibility Safety Apparel Standard:
-For daytime and nighttime activity, flaggers will wear safety apparel meeting the requirements of ISEA “American National Standard
for High-Visibility Apparel” (see Section 1A.11) and labeled as meeting the ANSI 107-2020 standard performance for Class 2 risk exposure.
The apparel background (outer) material color will be either fluorescent orange-red or fluorescent yellow-green as defined in the
standard. The retroreflective material will be orange, yellow, white, silver, yellow-green, or a fluorescent version of these colors, and will
be visible at a minimum distance of 300 m (1,000 ft). The retroreflective safety apparel will be designed to clearly identify the wearer as a
person.
-For nighttime activity, safety apparel meeting the requirements of ISEA “American National Standard for High-Visibility Apparel” (see
Section 1A.11) and labeled as meeting the ANSI 107-2020 standard performance for Class 3 risk exposure should be considered for
flagger wear (instead of the Class 2 safety apparel in the Standard above).
Construction traffic control devices will be crashworthy and meet the requirements of NCHRP-350 as follows:
-Category 1 Work Zone Safety Devices; including cones, drums, tubular markers, and delineators will meet the requirements.
-Category 2 Work Zone Safety Devices; including barricades, portable sign stands with signs, vertical panels, Category 1 devices with
auxiliary lights and/or signs, and devices under 100 lbs. (45 kg) will meet the requirements.
-Category 3 Work Zone Safety Devices; including portable signs with hard (plywood, aluminum) substrate, temporary portable concrete
barrier, and all devices exceeding 100 lbs. (45 kg) and/or "expected to cause significant occupant velocity change" will meet the NCHRP-
350 requirements with the following exception:
The permittee shall submit proof of compliance with NCHRP-350 requirements upon request from an Idaho Transportation Department
representative.
-Crash Cushions and Truck Mounted Attenuators will meet NCHRP-350 requirements if purchased AFTER October 1, 1998. All crash
cushions and truck mounted attenuators purchased PRIOR to October 1, 1998 may continue to be used until they complete their normal
service life if they meet NCHRP-230 requirements. Category 4 Work Zone Safety Devices; including portable changeable message signs,
arrow panels, and other trailer mounted devices may be used without attenuation. These devices may be placed behind crashworthy
barriers or shielded with TMA’s or crash cushions providing the attenuation does not impair their functionality or create a hazardous
condition
The following items must be labeled on the traffic control plan.
1.Plan must depict actual roadway lanes.
2.The Highway name and side roads must be on the plan sheet.
3.Signs must be labeled with the MUTCD number as well as the sign name.
4.Sign spacing must be labeled in between each sign.
5.Sign size and color must be labeled on plan sheet (48" x 48" Black on Orange).
6.Barrels in the tapers and the spacing between the barrels must be labeled.
7.Tubular markers in the tangents and the spacing must be labeled.
8.Plan must show the posted speed limit for each zone.
9.Plan must show the work Zone.
10.Plan shall be signed and dated by a Traffic Control Supervisor with the certification number and date of expiration on the plan or a Licensed
Engineered Licensed in Idaho.
11.Plan should include End Road Work signs.
Right-of-Way Encroachment Application And
Permit - Approaches or Public Streets
ITD 2109
(Rev. 12-22)
itd.idaho.gov
ITD Permit Application Number: 03-25-010-A
Applicant Information
Applicant Name
City of Eagle
Mailing Address
P.O. Box 1520, Eagle ID 83616
Email
nbaird@cityofeagle.org
Phone
208-939-0227
Alternative Phone
208-489-8772
Permit Information
Property Owner
City of Eagle
Property Address
4990 N Hwy 16, Eagle
County
Ada
Nearest Public Street
Pollard Lane
Tax ID/Parcel ID
S0333120700
Current Property Use
Single-Family
Residential
Current Zoning
Open Land
Proposed Property
Use
Commercial Sports
Park
Proposed Zoning
Unknown
Property Current Access
Other The property
can be accessed from
Equest Lane. The
proposed approach is
a new access to a
regional sports park
that will be aligned
with Pollard Lane.
Property Owner Owns Adjacent Properties
☑ Yes ☐ No
The properties between SH 16 and the Farmer's Union Canal
including parcels S0333120700, S0333120710, R3314130100,
R3314130200, R3314130300, R3314130400, and S0328449900
are owned by the City of Eagle and are part of the planned
regional sports park.
Existing Approach
☐ Yes ☑ No
Removing Approach
☐ Yes ☑ No
New Approach
☑ Yes ☐ No
Temporary
Approach
☐ Yes ☑ No
Proposed Modification Type
☐ Location ☐ Width ☐ Use ☐ Improve ☐ Consolidate Multiple ☐ No Change
Desired Approach
Width
36
Type of Approach Requested
Commercial (Two-Way) Access to regional sports park.
Describe the Work Being Performed
Permit is for a new full movement access to SH-16 in line with Pollard Ln. Right and left
turn lanes NB to Pollard lane.
Mailbox Needed
☐ Yes ☑ No
Planned Start Date
Planned End Date
Planned
Approach
Estimated Number of Vehicles per day
Estimated Number of Vehicles per day at
peak hour
__________________
ITD Use Only
Permit # ITD 2109-Requirements, Rev. 3-2023 Supplemental Requirements for Approach
Permits in the State Right of Way
Permittee MUST also follow the General Requirements and other applicable supplemental requirements.
From IDAPA 39.03.42 Rules Governing Highway Right-of-Way Encroachments on State Highway Rights-of-Way, and ITD Policies & Procedures.
Approaches will be for the bona fide purpose of securing access and not for parking, conducting business, or servicing vehicles on
the Highway Right-of-Way. I.D.A.P.A. 39.03.42 lists all prohibited uses.
Unless the requirement is waived by the District Engineer, a Traffic Impact Study will also be required when a new or expanded
development seeks direct access to a state highway, and at full build out will generate one hundred (100) or more new trips during
the peak hour, the new volume of trips will equal or exceed one thousand (1000) vehicles per day, or the new vehicle volume will
result from development that equals or exceeds the threshold values in Table 2. The Traffic Impact Study is created by a licensed
engineered in the State of Idaho at their cost
Only Changes in deeded access will be recorded with the County following the final approval by ITD. The permittee will receive a
copy of the recorded document which should be retained for future reference.
Changes in the use, as defined in I.D.A.P.A. 39.03.42, of the permitted access not consistent with the requirements and conditions
listed on the permit shall obtain a new permit to use state highway rights-of-way.
Any traffic control features or devices in the State Highway Right-of-Way, such as islands, median openings, traffic signals,
illumination, and other traffic control devices required as a condition of a permit, are not an integral part of the approach
authorized by the permit and as such will become property of the State upon final inspection and approval by ITD. ITD reserves
the right to change these features and devices in the future in order to promote safety and/or mobility within the State Highway
Right-of-Way. Expenditure of monies for purchase or installation of said features or devices will not create an ownership interest
in the features or devices.
Final acceptance for approaches and public streets must be by signed inspection with supporting documentation.
ITD Permit Application Number: 03-25-010-A
Contacts
Construction Contractor Company Name
Phone Number E-Mail Address
Consultant Company
Alliance Consulting
Name
James Hammon
Phone Number
701-572-8100
E-Mail Address
jsh@allianceconsulting.us
Traffic Control Contractor Company Name
Phone Number E-Mail Address
List any conditions of approval
Permit will not have final sign off until the dedication of right of way is complete.
Authorization
Company Name Phone Number
208-939-0227
Email
nbaird@cityofeagle.org
Property Owner/Authorized Representative’s Signature Date
Local Government Title Name E-Mail Address
Local Government Signature Date
ITD Authorized Representative's Title Name
ITD Authorized Representative's Signature Date
Development Services Manager Brian Duran
04/16/2025
ITD Permit Application Number: 03-25-010-A
For ITD Use
Project Number From ITD
Highway Plan
DS-3832(005)
Date Application Received
July 1, 2024
In City Limits
Yes
Route
SH-16
Segment
001390
Centerline Milepost
102.862 ☑ Right ☐ Left
Centerline
Station
161+15 ☑ Right
☐ Left
Traffic Impact Study
Required
☑ Yes ☐ No
Appraisal Required
☐ Yes ☑ No
Number of Lanes
2
Access Purchased
☐ Yes ☑ No
Distance from Nearest Approach
Same Side, Right
860
Same Side, Left
799
Across, Right
322
Across, Left
1,957
Sight Distance
Right: 500 Left: 500
Reason if Restricted
Right or Left
Future traffic volumes
due to SH 16 becoming
an expressway will
determine when it will
be restricted
Culvert Needed
☑ Yes ☐ No
If Yes, Minimum
Size
Diameter: 24
Length:
ITD Permit Application Number: 03-25-010-A
GENERAL REQUIREMENTS
1. A paper or digital copy of the permit, including the Traffic Control Plan and all attachments must be at
the work site while work is in progress (digital copies must be downloaded so that they are accessible
even where there is no cell service or internet).
2. Work must begin within one (1) year and once work begins, it must be completed within 30 days. At the
discretion of the District Engineer, a one-time extension, not to exceed six (6) months, may be granted if a
written request is received from the permittee prior to the expiration date. If the permitted work does not
begin within one year of permit issue date, ITD will inform the permittee that the permit is void. If the
permittee wishes to continue, a new application must be submitted.
3. Any addendum “change order, alteration or modification” to this permit or any of its terms or
conditions, must be authorized and signed by an ITD authorized representative. Addendum shall be on-
site and available for inspection (with original permit) during construction activities. Addendum will be
filed on record along with permit.
4. All work within the State Highway Right-of-Way must observe and comply all applicable laws,
ordinances, regulations, orders and decrees and with government and industry standards, including
Americans with Disabilities Act, (OSHA) regulations as enacted by The United States Department of
Labor Occupational Safety and Health Administration, and the current ITD Traffic Control requirements
and ITD Workzone Safety and Mobility Policy (Copies are available from ITD upon request). The
permittee is responsible for obtaining all other necessary permits and approvals prior to starting work.
ITD may request documentation of the local jurisdiction’s land-use approval.
5. The permittee must provide all material, labor, and equipment involved in the permitted work including
furnishing drainage pipe, curb, gutter, concrete sidewalk, etc., where required. All materials shall be
sourced from an ITD Qualified Vendor. Lists of qualified vendors available upon request. Prior to
beginning work sufficient labor, materials and equipment must be at the job site to expediently
complete the project.
6. All utilities must be installed under culverts. Work done under this permit must be constructed in a way
that does not cause water to flow onto the roadway or shoulder and must not interfere with the existing
drainage on the State Highway System or any nearby drainage systems.
7. Idaho Statute Title 55, Chapter 22, Section 55-2201 through 55-2210 requires that if any excavation is
involved, the applicant must notify the One-Call Service by calling 8-1-1 at least two business days and
not more than 10 business days before the start of excavation. Please go to http://www.digline.com for
more information. Digline will not notify ITD to mark facilities! There may be ITD owned underground
facilities present within the permit work area. The contractor is to request locates of buried utility
facilities owned by the State by contacting the District Traffic Signal Foreman, all other ITD facilities
contact the Area Foreman (contact information will be provided in the permit approval letter. All known
facilities must be marked before any excavation takes place.
8. Once the permit is approved, the permittee must notify ITD five (5) working days before starting the
permitted work. No work will begin until the permittee is given permission to proceed by an authorized
representative of ITD.
9. ITD approved Traffic Control must be in place and maintained during work and meet the most current
editions of: ITD Traffic Control Requirements, the Manual on Uniform Traffic Control Devices (MUTCD).
The Traffic Control Plan (TCP) must be on-site and available for inspection during traffic control set up
and removal. Violations of the TCP or MUTCD requirements may result in immediate shut-down of the
permitted work and revocation of the permit.
ITD Permit Application Number: 03-25-010-A
10. ITD may inspect the materials and workmanship during construction and upon completion to determine
that all terms and conditions of the permit are met. Inspectors are authorized to enforce the conditions
of the permit during construction and to halt any activities within state Right-of-Way that do not comply
with the requirements of the permit, that conflict with concurrent highway construction or maintenance
work, or that endanger highway property, natural or cultural resources protected by law, or the health
and safety of workers or the public. Any encroachment that is found to be in non-compliance with the
requirements of the approved permit may be required to be modified, relocated, or removed at the sole
expense of the permittee upon written notification by the District Engineer or authorized representative.
11. Upon completion of the permitted work, at the permittee's expense, the Right-of-Way must be restored
to original condition or better the satisfaction of ITD including the removal of all trash and debris, repair
of any and all damage, correction of any interferences with highway drainage, restoration of survey
monuments and traffic control devices, and all required grading and seeding. If the permittee fails to
make the necessary repairs, the Department will make the repairs and bill the permittee.
12. All permitted work must be completed and available for final inspection within thirty (30) days after
construction begins, unless otherwise written in the special provisions of the permit. After construction
is completed the permittee must notify the ITD Maintenance Foreman for final inspection. The contact
information for the foreman will be included in the permit approval letter. Permit will be considered
temporary until final approval by ITD. The permittee must maintain the encroachment covered by their
permit at their own expense.
13. ITD reserves the right to add, remove, modify, repair, or relocate any encroachment(s) or
appurtenance(s) within the Highway Right-of-Way which currently exists or has been authorized by this
permit, to accomplish the relocation, reconstruction, widening, or maintenance of the highway and/or to
improve safety or mobility on or adjacent to the highway system. Said change or removal will be made
at the sole expense of the permittee, or its successors and assigns. All such modifications, relocation, or
removal by the permittee will be done in such a manner as will cause the least interference with the
traveling public or any of the Department’s work.
14. The Permittee shall be responsible for damages caused during permit activity and guarantee
workmanship for 2 years after completion. Damages must be reported to the area Foreman
immediately. Repairs shall be made by the permittee as directed by the ITD authorized representative at
no cost to the Department. If the permittee fails to make the necessary repairs, the Department will
make the repairs and bill the permittee. No new permits shall be issued to the permittee until such
claims have been settled.
15. ITD may revoke, amend, amplify, or terminate this permit or any of its conditions if the permittee fails to
comply with any or all of its provisions, requirements, or regulations or through willful or unreasonable
neglect, fails to heed or comply with notices given, or if a utility, approach, or other item is not installed
or operated and maintained in conformity with the permit.
16. After permitted work receives final approval, any modification, addition, repair, relocation, or removal of
the encroachment granted by this permit will require a new permit before beginning work.
ITD Permit Application Number: 03-25-010-A
SUPPLEMENTAL REQUIREMENTS FOR APPROACH PERMITS
1. Approaches will be for the bona fide purpose of securing access and not for parking, conducting
business, or servicing vehicles on the Highway Right-of-Way. I.D.A.P.A. 39.03.42 lists all prohibited uses.
2. Unless the requirement is waived by the District Engineer, a Traffic Impact Study will also be required
when a new or expanded development seeks direct access to a state highway, and at full build out will
generate one hundred (100) or more new trips during the peak hour, the new volume of trips will equal
or exceed one thousand (1000) vehicles per day, or the new vehicle volume will result from development
that equals or exceeds the threshold values in Table 2. The Traffic Impact Study is created by a licensed
engineered in the State of Idaho at their cost
3. Only Changes in deeded access will be recorded with the County following the final approval by ITD. The
permittee will receive a copy of the recorded document which should be retained for future reference.
4. Changes in the use (as defined in I.D.A.P.A. 39.03.42), of the permitted access not consistent with the
requirements and conditions listed on the permit may be considered a violation of the permit.
5. Any traffic control features or devices in the State Highway Right-of-Way, such as islands, median
openings, traffic signals, illumination, and other traffic control devices required as a condition of a
permit, are not an integral part of the approach authorized by the permit and as such will become
property of the State upon final inspection and approval by ITD. ITD reserves the right to change these
features and devices in the future in order to promote safety and/or mobility within the State Highway
Right-of-Way. Expenditure of monies for purchase or installation of said features or devices will not
create an ownership interest in the features or devices.
6. Final acceptance for approaches and public streets must be by signed inspection with supporting
documentation.
ITD Permit Application Number: 03-25-010-A
Site Map
PHOTOGRAPHS
DESCRIPTION: Tank 2
Access Road viewed facing
north
January 11, 2023
DESCRIPTION: General site
conditions facing east
April 26, 2024
DESCRIPTION: General site
conditions facing east
April 26, 2024
PHOTOGRAPHS
DESCRIPTION: Tank 2
Access Road viewed facing
north
January 11, 2023
DESCRIPTION: General site
conditions facing north
April 26, 2024
DESCRIPTION: General site
conditions facing south
April 26, 2024
MAILBOX MAILBOX
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'1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale300No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Base.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SECTION 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=300'30013017C1.01_17STATE HIGHWAY 16IMPROVEMENTSCOVERLOCATED INEAGLE CITY, ADA COUNTY, IDAHOSTATE HIGHWAY 16 IMPROVEMENTSFORGWC CAPITAL & CITY OF EAGLEGEOTECHNICAL REPORTS:ENGINEERALLIANCE CONSULTING533 EAST RIVERSIDE DRIVE SUITE 100EAGLE CITY, IDAHO 83616PHONE: (435) 673-8060FAX: (435) 673-8065ENGINEER: MR. DELOSS HAMMONCONTACT: MR. JAMES HAMMONEMAIL: jsh@allianceconsulting.usCITY OF EAGLEADDRESS: 660 E Civic LaneEagle, ID 83616PHONE: 208-939-6813CITYThe contractor is responsible to read and fully understand the Geotech reportand to coordinate with the geotechnical engineer throughout the gradingprocess to ensure that the report's recommendations are implemented fromthe beginning to the end of the projects construction.The owner will contract with the geotechnical engineer for his representativesto be on site throughout the grading process to ensure full compliance withthe geotechnical report's recommendations. Refer to following reports.1.Atlas Technical Consultants, Pavement Geotechnical Investigation StateHighway 16 Widening. Project No. B241247g, Dated: November 20, 2024.DUST CONTROL NOTESTHESE DUST CONTROL MEASURES MUST BE OBSERVED AT ALL TIMES:1.Apply water by means of trucks, hoses and/or sprinklers at sufficientfrequency and quantity, prior to conducting, during and after earthmovingactivities.2.Pre-apply water to the depth of the proposed cuts, or equipmentpenetration.3.Apply water as necessary and prior to expected wind events.4.Operate haul vehicles appropriately in order to minimize fugitive dust andapply water as necessary during loading operations. DISTURBED SURFACE AREAS OR INACTIVE CONSTRUCTION SITES:1.When active construction operations have ceased, apply water at sufficientfrequency and quantity to develop a surface crust and prior to expected windevents2.Install fence barrier and /or "no trespassing" signs to prevent access todisturbed suffice areas.GENERAL NOTES:CONSTRUCTION NOTES:1.Unless shown otherwise on these plans, all construction shall conform to thecodes and ordinances of Eagle City, the State of Idaho Administrative Codes,"The International Plumbing Code", ISPWC and the "International BuildingCode" latest additions as administered by Eagle City and ITD.2.The Contractor shall be responsible for the location of and protection of allexisting underground utilities and overhead power line during construction.3.See Sheet C1.1 for Project Survey Control Map.4. Existing contour and finish contour interval is 2 feet.5.Any necessary design modifications shall be approved by the design engineer.6. All grading to be within ±0.1' of proposed elevation.7.Project shall install an information sign on site before construction begins. Thissign shall have a minimum size, placement location and content informationwith the company name, phone & permit number.8.A mandatory pre-construction meeting shall be required on all projects prior toany grubbing, grading, or construction activities. The permit holder shall berequired to notify all Development Services inspectors.9.Projects shall submit a dust control plan with details on equipment schedulingand reporting of dust control activities.10.Follow Idaho Standards for Public Works.11.All work and materials shall meet ITD standards.1.All excavations and grading shall be in accordance with the requirements ofthe City of Eagle, of the "International Building Code", 2018 edition, thespecifications and requirements included in the Grading Evaluations and theCity of Eagle grading guidelines and hillside development standards.2.All excavation, grading, and fill operations within the building area should beobserved by the Field Engineer to verify subsoil conditions and determineadequacy of site preparation, suitability of fill materials and compliance withcompaction requirements.3.The Contractor shall provide suitable equipment to control dust and airpollution caused by construction operations. The Contractor shall alsoprovide suitable mud and dirt containment to maintain clean conditions onthe work site, access roadways, and adjacent properties.4.Project shall submit a Dust Control Plan with details on equipment, schedulingand reporting of dust control activities.5.Contractor is responsible and required to obtain their own Idaho NPDES/NOIpermits.6.It is the contractors responsibility to identify all and any SWPPP requirements.7.Prior to and during compaction operations, all backfill material shall have therequired moisture content uniform throughout each layer.8.All non-roadway dust control material shall be firmly placed and compacted95%.9. All Rip-Rap rock shall be approved by Jurisdictional Agency.10.Contractor must coordinate with other Contractors working in each areas.11.Contractor must protect existing facilities.12.Rework required (remove moisture conditions & re-compact to 95%) on allareas requiring fill prior to any fill being placed. Refer to Geo-tech for reworkrequirements.13.All site blasting must occur during daylight hours and have a dust control planprovided by the contractor.14.All areas disturbed require a seed mix approved by Jurisdictional Agency.15.Contractor to water bi-weekly all seeded areas for 12 months followingplacement of seed.16.IDPES/NOI Shall be provided to City of Eagle prior to beginning Construction.GWC CapitalMr. Brook Cole817 North 900 WestOrem UT, 84057PHONE: (801)-592-6132EMAIL: bcole@gwccap.comDEVELOPERPOLLARD LANESTATE HIGHWAY 16283327SH 16SCALE: 1' = 1500'VICINITY MAPPROJECT LOCATIONSTATE HIGHWAY 16IMPROVEMENTS19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
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START OF GRADING LIMITSSTATION 4+50END OF GRADING LIMITSSTATION 24+00LEGEND:ASPHALTMAILBOXEXISTINGPROPOSEDROWPOCOMMCOMMGRAVEL ROADROAD BASE SHOULDERSTORM DRAIN PIPEFENCESIGNPOSTPOWER POLEGASPOWER OVERHEADCOMM/FIBER LINERIGHT OF WAYTREE LINESAW CUTMAILBOXEXISTING STRUCTURES19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
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DUST CONTROL NOTESTHESE DUST CONTROL MEASURES MUST BE OBSERVED AT ALL TIMES:1.Apply water by means of trucks, hoses and/or sprinklers atsufficient frequency and quantity, prior to conducting, duringand after earthmoving activities.2.Pre-apply water to the depth of the proposed cuts, orequipment penetration.3.Apply water as necessary and prior to expected wind events.4.Operate haul vehicles appropriately in order to minimizefugitive dust and apply water as necessary during loadingoperations.5.The Contractor shall provide suitable equipment to controldust and air pollution caused by construction operations. Thecontractor shall also provide suitable mud and dirtcontainment to maintain clean conditions on the work site,access roadways and adjacent properties.6.Owner will provide water for construction at no cost tocontractor. Contractor to coordinate with owner to getconstruction meter installed.7.Contractor shall obtain grading permit from DevelopmentServices at not cost to contractor.8.SWPPP permit will be required.SWPPP LEGENDSILT FENCE (1,615 LNFT)1.Provide and Maintain all Erosion Control Measures, Plans, Permits, Maintenance,Expenses, Etc.2.All temporary erosion and sediment control devices shall be installed, monitored, andmaintained until final surface roughness has been established and accepted by the City.3.Inspections shall be performed by the Contractor at Least Once Every 14 Calendar Daysand within 24 Hours After a Storm Event of 0.5" or More. Inspections shall bedocumented in Writing and shall Include: Date and Time, Name of Inspector, Findings,Corrective Actions Taken, and Dates and Amounts of Rainfalls.4.All Erosion Prevention and Sediment Control devices must be repaired, replaced, orsupplemented when they become nonfunctional or the sediment reaches 1/3 of theheight of the device. These repairs must be made within 24 hour of Discovery, or assoon as field conditions allows.5.Provide Temporary Erosion Protection or Permanent cove for the Exposed soil areaswhere activities have been completed or temporarily cease within 21 day of ceasingearth moving activities.6.Sediment tracked on the street shall be removed within 24 hours using a streetsweeper with pick-up broom7.All temporary Erosion and Sediment control devices must be removed by theContractor when final cover is established and acceptable to the Owner.8.Contractor is responsible to provide any erosion protection for any inlets/stormmanholes where pavement has not yet been installed before and after construction.9.Concrete washout location is Contractors responsibility. Location is to be on site.Temporary Erosion and Sediment Control NotesTRACKING PAD(1 LOCATION)LEGEND:ASPHALTMAILBOXEXISTINGPROPOSEDROWPOCOMMCOMMGRAVEL ROADROAD BASE SHOULDERSTORM DRAIN PIPEFENCESIGNPOSTPOWER POLEGASPOWER OVERHEADCOMM/FIBER LINERIGHT OF WAYTREE LINESAW CUTMAILBOXEXISTING STRUCTURES3:13:14.00%2.25%2586.10EOAGRADING LEGEND:PROPOSEDEXISTINGEDGE OF ASPHALT ELEVATION2586.10EOACENTER LINE ELEVATIONGROUND ELEVATIONROADWAY SLOPE ELEVATIONSIDE SLOPE ELEVATION2622CONTOUR LABEL2586.10CL2586.102586.10EOA HPEDGE OF ASPHALT HIGH POINTELEVATIONSILT FENCE880 LNFT(SEE DETAIL B/C4.0)SILT FENCE735 LNFT(SEE DETAIL B/C4.0)STAGINGSITETRACKING PAD(SEE DETAIL A/C4.0)19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
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LEGEND:ASPHALTMAILBOXEXISTINGPROPOSEDROWPOCOMMCOMMGRAVEL ROADROAD BASE SHOULDERSTORM DRAIN PIPEFENCESIGNPOSTPOWER POLEGASPOWER OVERHEADCOMM/FIBER LINERIGHT OF WAYTREE LINESAW CUTMAILBOXEXISTING STRUCTURES3:13:14.00%2.25%2586.10EOAGRADING LEGEND:PROPOSEDEXISTINGEDGE OF ASPHALT ELEVATION2586.10EOACENTER LINE ELEVATIONGROUND ELEVATIONROADWAY SLOPE ELEVATIONSIDE SLOPE ELEVATION2622CONTOUR LABEL2586.10CL2586.102586.10EOA HPEDGE OF ASPHALT HIGH POINTELEVATIONTOPSOIL LEGEND:6" TOPSOIL REMOVAL - 7,170 SY6" REPLACE TOPSOIL &RE-SEEDING - 3,000 SYTEMPORARY STOCKPILE LOCATIONRE-SEED AT END OF PROJECTTEMPORARYSTOCKPILE LOCATION19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
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COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
POLLARD LANE STATE HIGHWAY 16ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWRemove SignRelocate 'No Passing' SignRelocate 'Passwith Care' SignRelocateExisting Mailboxesto Park EntranceExisting Reflector Poststo be Removed AlongRoad WideningExisting Reflector Poststo be Removed AlongRoad WideningGate & Fenceto be RemovedRemove accessRemove GateRemove TreeRemove TreeRemove TreesRemove Fence & GateRemove FenceApprox. 115 LnFtRemove FenceApprox. 80 LnFtRemove FenceApprox. 135 LnFtRemove FenceApprox. 430 LnFt1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale60No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Demo.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SEC 28 & 33TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=60'30023002C1.67_17STATE HIGHWAY 16IMPROVEMENTSDEMO OVERALLLEGEND:EXISTING ASPHALTMAILBOXROWPOCOMMCOMMEXISTING GRAVEL ROADEXISTING ROAD BASE SHOULDEREXISTING STORM DRAIN PIPEEXISTING FENCEEXISTING SIGNEXISTING POSTEXISTING POWER POLEEXISTING GASEXISTING POWER OVERHEADEXISTING FIBER LINEEXISTING RIGHT OF WAYEXISTING TREE LINEEXISTING MAILBOXREMOVE EXISTING FENCEREMOVE EXISTING TREESEXISTING STRUCTURESEXISTING TREE LINE REMOVAL1.Demolition shall include removal of all Foundations, Footings,Cables, Wires, Pipes, Roots, Etc. Associated with all surface orsubsurface items subject to demolition. All items subject todemolition shall be hauled to a landfill approved by the Engineer.Bidders shall satisfy themselves of all work involved in theremoval of all items subject to demolition. Submission of a bidshall constitute incontrovertible evidence that bidder understandsand has included in his bid all items affecting cost, progress orperformance of the work.2.Edges of Asphalt or Concrete subject to removal shall be saw cutvertically through the entire depth of the pavement structure.3.Removal and replacement of existing concrete curb and sidewalkat curb stops shall be limited to two segments defined by existingcontrol joints. The contractor is responsible to protect adjacentconcrete curb and sidewalk during construction. Any adjacentcurb or sidewalk segments damaged during construction will bereplaced at the sole expense of the Contractor, with noadjustment in price.4.Tree Removal is the responsibility of Contractor.DEMOLITION NOTES:19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
4.0'SHLDR3:112.0' NB TRAVEL LANE5.0'VARIES, 50'-65'6" HMA9" OF 3/4"AGGREGATE BASE18" PIT RUN SUB BASEEXISTING ASPHALT,ROAD BASE AND SUB BASESECTION C-CEXTENDING ROAD CROWNING AT 2%1-2 LANES SOUTHBOUND, 1 LANE NORTHBOUNDSTA 15+00 TO STA 24+00SECTION A-AEXTENDING ROAD SUPERING AT 4%1 LANE SOUTHBOUND, 1-3 LANES NORTHBOUNDSTA 5+00 TO STA 12+89.65EXISTINGGROUND6:1SECTION B-BEXTENDING ROAD CROWNING AT 2%1 LANE SOUTHBOUND, 3 LANES NORTHBOUNDSTA 12+89.65 TO STA 15+001.50' MIN.6"KEY-IN6" HMA9" OF 3/4"AGGREGATE BASE18" PIT RUNSUBGRADE SEPERATIONGEOTEXTILEEXISTING PAVEMENTSECTIONSAWCUT KEY DETAILN.T.S.FOG COATSEE NOTE 2FOG COATSEE NOTE 2FOG COATSEE NOTE 2EXISTINGROWSEE SAWCUTDETAIL3:112.0' NB TRAVEL LANE1.5'GRADING ALIGNMENTPROFILE EDGE TIE IN12.0' NB TRAVEL LANE1.0'4.0'SHLDR3:15.0'50'EXISTING ASPHALT,ROAD BASE AND SUB BASEEXISTINGGROUND6:1EXISTINGROWSEE SAWCUTDETAIL3:112.0' SB TRAVEL LANE1.5'GRADING ALIGNMENTPROFILE EDGE TIE IN12.0' NB TRAVEL LANE1.0'4.0'SHLDR3:112.0' NB TRAVEL LANE5.0'50'6" HMA9" OF 3/4"AGGREGATE BASE18" PIT RUN SUB BASEEXISTING ASPHALT,ROAD BASE AND SUB BASEEXISTINGGROUND6:1SEE SAWCUTDETAIL3:112.0' NB TRAVEL LANE1.5'GRADING ALIGNMENTPROFILE EDGE TIE IN12.0' NB TRAVEL LANE1.0'6" HMA9" OF 3/4"AGGREGATE BASE18" PIT RUN SUB BASENo.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Paving And Striping REV1.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SEC 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZNONE30393039C1.78_17STATE HIGHWAY 16ROADWAY IMPROVEMENTSROADWAY SECTIONSNOTES:1.ALL SAWCUTTING AND REMOVAL OF BITUMINOUS SURFACESHALL BE INCIDENTAL TO EXCAVATION.NOTES:1.TYPICAL SECTIONS PROVIDE MATERIAL TYPES, SECTIONS DEPTHS,CURB TYPES, MEDIANS, AND OTHER ROADWAY FEATURES OVERAPPROXIMATE STATION RANGES. SEE ROADWAY AND GRADINGPLANS FOR DETAILED STAKING INFORMATION.2.CONTRACTOR SHALL APPLY FOG COAT TO EXISTING SH-16PAVEMENT PRIOR TO INSTALLATION OF FINAL PAVEMENTMARKINGS.SEE SHEET C3.0 FOR SECTION PLAN VIEW19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
POPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMM
COMMCOMMCOMM
COMMCOMMCOMM
COMMCOMMCOMM
COMMCOMMCOMMROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWR=1950.004+005+006+007+008+009+0010+0011+004.79%4.98%
4.63%4.92%3.47%5.98%2.14%
2.89%2.55%3:1 3:1
6:1
3:1
3:14:15:16:114:152:17:1
2:11:12:17:1
3:1
18:1137:175:13:1
STATE HIGHWAY
16
0+00
1+00
2+00SD Sec. No.1
EX SD Pipe #1 LEN 76.05'CMP Pipe SLOPE 0.50%3:12:1Connect to Existing Pipe &Extend Storm Pipe(48"x60" Ellipse Culvert)Ellipse FL: 2578.564.00%4.00%
4.00%2587.132586.59EOA2586.24EOA2586.11EOA2586.03EOA2585.77EOA2585.86EOA2585.35EOA2585.36EOA2585.20EOA2588.062587.552587.212586.952586.342585.702585.422585.292588.81CL2588.41CL2587.95CL2587.57CL2587.03CL2586.44CL2586.28CL2586.20CL2589.09EOA2588.77EOA2588.31EOA2587.95EOA2587.51EOA2587.04EOA2586.93EOA2586.85EOA7.70%SD Pipe #1 LEN 26.00'48"x60" ELLIPSE CMP SLOPE 0.50%1.50'1.50'13.92'15.07'12" D50 Rip-Rap - 50 SY(See Detail B/C4.0)13.0' CL OFFSET-Catch Point2575258025852590259526002575258025852590259526000.80%0.35%PVI STA: 7+63.23PVI ELEV: 2586.89K: 298.19LVC: 135.00BVCS: 6+95.73
BVCE: 2586.35
EVCS: 8+30.73EVCE: 2587.12PVI STA: 10+35.29PVI ELEV: 2587.83K: 198.31LVC: 60.00BVCS: 10+05.29BVCE: 2587.73EVCS: 10+65.29EVCE: 2588.03
PVI STA: 6+21.69PVI ELEV: 2585.75K: 158.27LVC: 100.00BVCS: 5+71.69
BVCE: 2585.67
EVCS: 6+71.69
EVCE: 2586.15EX SD Pipe #1 LEN 76.05' CMP Pipe SLOPE 0.50%Existing Ground(13.0' CL Offset)EG
FG
Vertical Scale: 1" = 6'0.65%SD Section No.1257025752580258525902595257025752580258525902595SD Pipe #1 LEN 26.00'48"x60" ELLIPSE CMP SLOPE 0.50%EX SD Pipe #1 LEN 76.05' CMP Pipe SLOPE 0.50%ELEV:2578.562.86%Finished GroundExisting GroundEG
FG
Vertical Scale: 1" = 8'Connect toExisting Pipe12" D50 Rip-Rap - 50 SY(See Detail B/C4.0for Rip Rap Table)1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Base.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SECTION 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=30'30013017C2.09_17SH-16 IMPROVEMENTSGRADING PLAN & PROFILESTATION 4+00 TO 11+00LEGEND:ASPHALTMAILBOXEXISTING PROPOSEDROWPOCOMMCOMMGRAVEL ROADROAD BASE SHOULDERSTORM DRAIN PIPEFENCESIGNPOSTPOWER POLEGASPOWER OVERHEADCOMM/FIBER LINERIGHT OF WAYTREE LINESAW CUTMAILBOXEXISTING STRUCTURESSH-16SPRING VALLEYSPORTS PARK SITEPOLLARD LANEKEY MAPSCALE: 1" = 800'START OF GRADING LIMITSSTATION 4+50MATCH SHEET C2.1STATION 11+00C2.03:13:14.00%2.25%2586.10EOAGRADING LEGEND:PROPOSEDEXISTINGEDGE OF ASPHALT ELEVATION2586.10EOACENTER LINE ELEVATIONGROUND ELEVATIONROADWAY SLOPE ELEVATIONSIDE SLOPE ELEVATION2622CONTOUR LABEL2586.10CL2586.102586.10EOA HPEDGE OF ASPHALT HIGH POINTELEVATIONScale: 1" = 40'1 9-26-24 AZ ITD COMMENTS2 11-22-24 AZ ITD COMMENTS
POPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOM
G DIRECTTVROTOR
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMPOWERBOX
ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWTransition to Crown Begin
STA 12+89.65
Crown Begin
STA 14+55.25
11+0012+0013+0014+0015+0016+0017+002.12%1.07%
0.81%
1.77%
2.80%
3.10%
4.79%
2.55%
2.17%
1.05%
0.97%3:13:16:1
3:1
3:1
6:1
6:1
3:1
3:1
3:1 109:14:1
5:1 44:16:1 2.72%
1.64%
4.05%POLLARD LANE STATE HIGHWAY 161+300+001+00SD Pipe #2 LEN 60.00'24" ADS N-12 SLOPE 2.45%24" End SectionWith 8" D50 Rip-Rap- 15 SY(See Detail B/C4.0)FL:2584.4824" End SectionWith 8" D50 Rip-Rap - 35 SY(See Detail B/C4.0)FL:2586.00SD Sec. No.24.00%
3.93%
3.03%
2.19%
2.00%
2.00%2.00%
4.00%
2.46%
3.
8
7
%2588.85EOA2589.57EOA2590.89EOA2591.142591.39CL2590.88EOA2591.26EOA2592.17EOA2589.86EOA HP2589.34EOA2588.22EOA2587.73EOA2587.13EOA2590.702590.002589.212588.702588.062590.352590.55CL2590.65EOA2591.492592.392591.75CL2592.76CL2590.23CL2589.66CL2589.25CL2588.81CL2590.30EOA2589.80EOA2589.52EOA2589.09EOA2591.33EOA2592.37EOA1.42'16.68'15.20'R
3
2
.
0
0
'36.00'R32.00'13.0' CL OFFSET-Catch Point257525802585259025952600260525752580258525902595260026050.65%0.35%0.70%0.85%PVI STA: 11+84.24PVI ELEV: 2588.80K: 166.67LVC: 50.00BVCS: 11+59.24
BVCE: 2588.64
EVCS: 12+09.24
EVCE: 2588.89 PVI STA: 12+61.78PVI ELEV: 2589.07K: 142.86LVC: 50.00BVCS: 12+36.78
BVCE: 2588.98
EVCS: 12+86.78
EVCE: 2589.25 PVI STA: 15+03.41PVI ELEV: 2590.76K: 333.33LVC: 50.00BVCS: 14+78.41
BVCE: 2590.59
EVCS: 15+28.41
EVCE: 2590.98 PVI STA: 16+64.90PVI ELEV: 2592.14K: 666.67LVC: 100.00BVCS: 16+14.90BVCE: 2591.71EVCS: 17+14.90EVCE: 2592.64
Existing Ground(13.0' CL Offset)EGFG
Vertical Scale: 1" = 6'EX SD Pipe #3 LEN 80.04'Concrete Pipe SLOPE 0.97%SD Section No.225802585259025952580258525902595SD Pipe #2 LEN 60.00'24" ADS N-12 SLOPE 2.45%Finished GroundExisting GroundEG
FG
Vertical Scale: 1" = 8'2.07'24" End SectionWith 8" D50 Rip-Rap - 35 SY(See Detail B/C4.0)FL:2585.9524" End SectionWith 8" D50 Rip-Rap15 SY (See Detail B/C4.0)FL:2584.48Protect Pipe duringSubbase Installation1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Base.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SECTION 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=30'30013017C2.110_17SH-16 IMPROVEMENTSGRADING PLAN & PROFILESTATION 11+00 TO 18+00LEGEND:ASPHALTMAILBOXEXISTINGPROPOSEDROWPOCOMMCOMMGRAVEL ROADROAD BASE SHOULDERSTORM DRAIN PIPEFENCESIGNPOSTPOWER POLEGASPOWER OVERHEADCOMM/FIBER LINERIGHT OF WAYTREE LINESAW CUTMAILBOXEXISTING STRUCTURESSH-16SPRING VALLEYSPORTS PARK SITEPOLLARD LANEKEY MAPSCALE: 1" = 800'MATCH SHEET C2.2STATION 17+50C2.1MATCH SHEET C2.0STATION 11+003:13:14.00%2.25%2586.10EOAGRADING LEGEND:PROPOSEDEXISTINGEDGE OF ASPHALT ELEVATION2586.10EOACENTER LINE ELEVATIONGROUND ELEVATIONROADWAY SLOPE ELEVATIONSIDE SLOPE ELEVATION2622CONTOUR LABEL2586.10CL2586.102586.10EOA HPEDGE OF ASPHALT HIGH POINTELEVATIONScale: 1" = 40'19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
MAILBOX
MAILBOX
MAILBOX
MAILBOX
T
T
COMM.PED
WV
MAILBOX
MAILBOX
POPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOGAS
GAS
GASG
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM T
T
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW18+0019+0020+0021+0022+0023+0024+001.73%
3:1
3:1
3:1
3:1
3:1
6:1 62:16:1 49:17
9
:
1
12:1
33:16:1 13:12.51%
2.71%1.41%2.00%2.07%
1.97%
2.00%STATE HIGHWAY 162.00%
2.00%
2.00%
2.00%2593.16EOA2594.16EOA2594.58EOA2595.26EOA2596.45EOA2597.42EOA2599.05EOA2600.26EOA2593.322594.392595.492596.662597.952599.212600.322593.77CL2594.81CL2595.92CL2597.19CL2598.37CL2599.57CL2600.53CL2593.42EOA2594.48EOA2595.54EOA2596.79EOA2598.02EOA2599.23EOA2600.52EOA1.50'15.20'1.50'15.22'1.50'15.28'13.0' CL OFFSET-Catch Point2580258525902595260026052610261526202580258525902595260026052610261526201.00%1.20%1.35%PVI STA: 19+54.34PVI ELEV: 2595.03K: 625.00LVC: 125.00BVCS: 18+91.84
BVCE: 2594.40
EVCS: 20+16.84
EVCE: 2595.78 PVI STA: 22+66.46PVI ELEV: 2598.78K: 666.67LVC: 100.00BVCS: 22+16.46BVCE: 2598.18EVCS: 23+16.46EVCE: 2599.45
Existing Ground(13.0' CL Offset)EG
FG
Vertical Scale: 1" = 6'1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Base.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SECTION 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=30'30013017C2.211_17SH-16 IMPROVEMENTSGRADING PLAN & PROFILESTATION 18+00 TO 24+50LEGEND:ASPHALTMAILBOXEXISTINGPROPOSEDROWPOCOMMCOMMGRAVEL ROADROAD BASE SHOULDERSTORM DRAIN PIPEFENCESIGNPOSTPOWER POLEGASPOWER OVERHEADCOMM/FIBER LINERIGHT OF WAYTREE LINESAW CUTMAILBOXEXISTING STRUCTURESSH-16SPRING VALLEYSPORTS PARK SITEPOLLARD LANEKEY MAPSCALE: 1" = 800'END OF GRADING LIMITSSTATION 24+00C2.2MATCH SHEET C2.1STATION 17+503:13:14.00%2.25%2586.10EOAGRADING LEGEND:PROPOSEDEXISTINGEDGE OF ASPHALT ELEVATION2586.10EOACENTER LINE ELEVATIONGROUND ELEVATIONROADWAY SLOPE ELEVATIONSIDE SLOPE ELEVATION2622CONTOUR LABEL2586.10CL2586.102586.10EOA HPEDGE OF ASPHALT HIGH POINTELEVATION19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%3.4%4.0%4.0%4.0%3.1%2.8%2.5%2.1%3.3%4.4%5.0%5.4%4.3%3.8%4.6%5.1%4.6%4.8%4.1%4.2%4.7%4.1%3.7%6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR3:13:13:13:13:13:13:13:13:13:13:13:13:13:1RE-SHAPE DITCHGRAVEL ACCESSLEGENDEXISTING GROUNDFINISHED GROUNDROW
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CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLNo.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Base.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SECTION 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=40'30013017C2.312_17SH-16 IMPROVEMENTSGRADING SECTIONS VIEWSSTATION 4+50 TO 13+50SECTION VIEWS130.0' OFFSET CL STATION 4+50 TO 13+5019-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
2.5%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.6%2.6%2.5%2.8%2.9%2.4%3.2%3.0%2.3%2.8%1.6%1.7%1.2%2.2%2.1%2.0%1.4%1.0%0.9%1.1%6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR6:1 SHLDR3:13:13:13:13:13:13:13:13:13:13:13:13:13:13:13:1LEGENDEXISTING GROUNDFINISHED GROUNDROWROW
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ROW CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL2.5%2.3%2.0%2.0%2.2%2.0%2.0%2.0%2.0%2.0%2.1%2.0%2.1%2.0%2.0%2.0%2.0%1.7%2.0%No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Base.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SECTION 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=40'30013017C2.413_17SH-16 IMPROVEMENTSGRADING SECTIONS VIEWSSTATION 14+00 TO 23+50SECTION VIEWS130.0' OFFSET CL STATION 14+00 TO 23+50211-22-24AZITD COMMENTS19-26-24AZITD COMMENTS
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740' Deceleration Lane570' Collection LaneMAILBOX MAILBOXMAILBOXMAILBOXMAILBOXMAILBOX
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03+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00MAILBOXMAILBOXMAILBOXMAILBOX
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-0+50 0+00 1+00 2+00
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4+00 5+00 6+007+008+009+0010+0011+0052+0053+0054+0055+0056+001 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale100No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Paving And Striping REV1.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SEC 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=100'30393039C3.014_17STATE HIGHWAY 16ROADWAY IMPROVEMENTSPAVING AND STRIPING OVERALLPAVEMENT MARKINGS (ITD STD DWG 630-1):382DOUBLE YELLOW - WIDTH: NORMAL(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)LEFT TURN AND RIGHT TURN ARROWS(THERMOPLASTIC)71SOLID WHITE - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)SOLID YELLOW - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)SOLID WHITE - WIDTH: 12" FOR STOP BAR(THERMOPLASTIC)LINE WIDTHSNORMAL LINE (4" TO 6")2X WIDTH OF NORMAL LINENORMAL DOUBLE LINE(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)4BROKEN WHITE - WIDTH: NORMAL(4" TO 6")(12' LINE SEGMENTS, 38' GAP)5COMBINATION SOLID AND BROKEN YELLOWWIDTH: NORMAL(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)DOTTED WHITE - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)3' LINE SEGMENT, 9' GAPOR 2' LINE SEGMENT, 6' GAP (SEE NOTE NO.2)6*REFERENCE IDAHO TRANSPORTATION DEPARTMENT - PAVEMENTMARKINGS (STANDARD DRAWING NO.630-1)ABDETAIL LISTFOG COATINGDESCRIPTIONISPWC STANDARDDRAWING No.SD1130QTYUNIT9,770SY3,7856" HMA/ 9" AGGREGATEBASE/ 18" SUBBASESY845SHOULDERSYSIGN POSTINSTALLATION3EACHLEGEND:NEW ASPHALTMAILBOXEXISTINGPROPOSEDROWROWGRAVEL ROADROAD BASE SHOULDERFENCESIGNRIGHT OF WAYMAILBOXASPHALT THICKNESSHMA/AGGREGATE BASE/SUB BASE6"9"18"FOG COATING#SIGN ASSEMBLY #EXISTING STRUCTURESCCCCROAD SECTIONSSEE SHEET C1.7START OF PAVING LIMITSSTA 1+50END OF PAVING LIMITSSTA 27+00CONSTRUCT SIGNS IN ACCORDANCE TO THE LATEST FHWA'S PUBLICATION OF STANDARDHIGHWAY SIGNS (SHS) AND SUPPLEMENT, THE IDAHO SUPPLEMENT TO THE SHS, OR AS SPECIFIED55SPEEDLIMITRIGHT LANEMUSTTURN RIGHT321BA1.USE WHITE AND YELLOW PAVEMENT MARKINGS AS FOLLOWS:WHITE:A. THE SEPARATION OF TRAFFIC TRAVELING IN THE SAME DIRECTION.B. THE RIGHT-HAND EDGE OF THE HIGHWAY.YELLOW:A. THE SEPARATION OF TRAFFIC TRAVELING IN OPPOSITE DIRECTIONS.B. THE LEFT-HAND EDGE DIVIDED HIGHWAYS, ONE-WAY STREETS, OR RAMPS.C. TWO-WAY LEFT TURN LANES.2.USE LONGITUDINAL PAVEMENT MARKINGS AS FOLLOWS:A. USE SOLID LINES TO INDICATE THE LEFT OR RIGHT EDGE OF TRAVEL WAY ORTO DISCOURAGE LANE CHANGING.B. USE DOUBLE LINES TO PROHIBIT PASSING OR LANE CHANGING.C. USE BROKEN LINES TO INDICATE PASSING OR LANE CHANGING AREPERMITTED. USE THE 12' LINE SEGMENT, 38' GAP PATTERN FOR ALL SPEEDS.D. USE COMBINATION SOLID AND BROKEN LINES TO PROHIBIT PASSING IN ONEDIRECTION OR TO INDICATE A TWO-WAY LEFT-TURN LANE.E. USE DOTTED LINES AS FOLLOWS:3' LINE SEGMENT, 9' GAP:I. TO SEPARATE A THROUGH LANE AND A LANE THAT BECOMES AMANDATORY EXIT OR TURN LANE (DROPPED LANE).II. TO SEPARATE THROUGH LANES AND TURN LANES OR RAMPS.III. TO SEPARATE A THROUGH LANE AND AN AUXILIARY LANE 2 MILES ORLESS IN LENGTH BETWEEN FREEWAY ENTRANCE RAMP AND EXIT RAMPS OR1 MILE OR LESS IN LENGTH BETWEEN INTERSECTIONS.2' LINE SEGMENT, 6' GAP:I. AS A LANE LINE EXTENSION THROUGH AN INTERSECTION.3.USE 12' VEHICULAR TRAVEL LANES UNLESS OTHERWISE INDICATED. MEASURELANES WIDTHS FROM THE CENTER OF LINE TO CENTER OF LINE.4.THE PAVEMENT MARKING APPLICATION EXAMPLES PRESENTED SHOW COMMONAPPLICATION. MODIFY AS NEEDED TO ACCOMMODATE OTHER SITUATIONS.5.METHODS FOR DETERMINING TURN-LANE LENGTH ARE DESCRIBED IN THE ITDTRAFFIC MANUAL.6.USE 15W FOR POSTED SPEED LIMITS OF 45 MPH OR GREATER. USE 8W FORPOSTED SPEED LIMITS OF 40 MPH OR LESS. W IS THE OFFSET WIDTH IN FEET.7.USE DISTANCE L WHEN PRACTICAL. USE THE FOLLOWING EQUATIONS TODETERMINE L:L = WSWHERE:W = OFFSET WIDTH IN FEETS = POSTED SPEED LIMIT8.USE LANE-USE ARROWS AND WORD PAVEMENT MARKINGS AS SHOWN. SOMEMARKINGS ARE OPTIONAL.A. USE TWO OR MORE LANE-USE ARROWS UNLESS THE TURN-LANE LENGTH ISLESS THAN 75 FEET. IF SHORTER THAN 75 FEET, THE DOWNSTREAM ARROWCAN BE OMITTED.B. USE TWO-WAY LEFT-TURN ARROW MARKINGS NEAR THE BEGINNING OF ATWO-WAY LEFT-TURN LANE AND EVERY 1/2 MILE THEREAFTER.9.BREAK EDGE AND LANE LINES AT INTERSECTIONS WITH MINOR ROADS.CONTINUE EDGE AND LANE LINES THROUGH DRIVEWAY APPROACHES.10.ON TWO-LANE HIGHWAYS, PAINT THE CENTERLINE IN ONE DIRECTION INASCENDING STATION/MILEPOST DIRECTION AS SHOWN.PAVEMENT MARKINGS NOTES19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
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13.83'19.88'1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Paving And Striping REV1.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SEC 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=30'30393039C3.115_17STATE HIGHWAY 16ROADWAY IMPROVEMENTSPAVING AND STRIPINGDETAIL LISTFOG COATINGDESCRIPTIONISPWC STANDARDDRAWING No.SD1130QTYUNIT9,770SY3,7856" HMA/ 9" AGGREGATEBASE/ 18" SUBBASESY845SHOULDERSYSIGN POSTINSTALLATION3EACHSH-16SPRING VALLEYSPORTS PARK SITEPOLLARD LANEKEY MAPSCALE: 1" = 800'LEGEND:NEW ASPHALTMAILBOXEXISTINGPROPOSEDROWROWGRAVEL ROADROAD BASE SHOULDERFENCESIGNRIGHT OF WAYMAILBOXASPHALT THICKNESSHMA/AGGREGATE BASE/SUB BASE6"9"18"FOG COATING#SIGN ASSEMBLY #EXISTING STRUCTURESMATCHLINESTA 9+25MATCHLINESTA 17+25
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STA 1+50 PAVEMENT MARKINGS (ITD STD DWG 630-1):382DOUBLE YELLOW - WIDTH: NORMAL(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)LEFT TURN AND RIGHT TURN ARROWS(THERMOPLASTIC)71SOLID WHITE - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)SOLID YELLOW - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)SOLID WHITE - WIDTH: 12" FOR STOP BAR(THERMOPLASTIC)LINE WIDTHSNORMAL LINE (4" TO 6")2X WIDTH OF NORMAL LINENORMAL DOUBLE LINE(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)4BROKEN WHITE - WIDTH: NORMAL(4" TO 6")(12' LINE SEGMENTS, 38' GAP)5COMBINATION SOLID AND BROKEN YELLOWWIDTH: NORMAL(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)DOTTED WHITE - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)3' LINE SEGMENT, 9' GAPOR 2' LINE SEGMENT, 6' GAP (SEE NOTE NO.2)6*REFERENCE IDAHO TRANSPORTATION DEPARTMENT - PAVEMENTMARKINGS (STANDARD DRAWING NO.630-1)19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
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Relocate Existing Mailboxesto Sports Park Entrance12.0'
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1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Paving And Striping REV1.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SEC 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZ1"=30'30393039C3.216_17STATE HIGHWAY 16ROADWAY IMPROVEMENTSPAVING AND STRIPINGDETAIL LISTFOG COATINGDESCRIPTIONISPWC STANDARDDRAWING No.SD1130QTYUNIT9,770SY3,7856" HMA/ 9" AGGREGATEBASE/ 18" SUBBASESY845SHOULDERSYSIGN POSTINSTALLATION3EACHLEGEND:NEW ASPHALTMAILBOXEXISTINGPROPOSEDROWROWGRAVEL ROADROAD BASE SHOULDERFENCESIGNRIGHT OF WAYMAILBOXASPHALT THICKNESSHMA/AGGREGATE BASE/SUB BASE6"9"18"FOG COATING#SIGN ASSEMBLY #EXISTING STRUCTURESSH-16SPRING VALLEYSPORTS PARK SITEPOLLARD LANEKEY MAPSCALE: 1" = 800'MATCHLINE
STA 17+25END OF PAVING LIMITSSTA 27+00PAVEMENT MARKINGS (ITD STD DWG 630-1):382DOUBLE YELLOW - WIDTH: NORMAL(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)LEFT TURN AND RIGHT TURN ARROWS(THERMOPLASTIC)71SOLID WHITE - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)SOLID YELLOW - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)SOLID WHITE - WIDTH: 12" FOR STOP BAR(THERMOPLASTIC)LINE WIDTHSNORMAL LINE (4" TO 6")2X WIDTH OF NORMAL LINENORMAL DOUBLE LINE(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)4BROKEN WHITE - WIDTH: NORMAL(4" TO 6")(12' LINE SEGMENTS, 38' GAP)5COMBINATION SOLID AND BROKEN YELLOWWIDTH: NORMAL(4" TO 6" LINE, 3" GAP, 4" TO 6" LINE)DOTTED WHITE - WIDTH: NORMAL(4" TO 6") OR WIDE (2X NORMAL WIDTH)3' LINE SEGMENT, 9' GAPOR 2' LINE SEGMENT, 6' GAP (SEE NOTE NO.2)6*REFERENCE IDAHO TRANSPORTATION DEPARTMENT - PAVEMENTMARKINGS (STANDARD DRAWING NO.630-1)MATCHLINESTA 21+50
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19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSH-16 Details.dwgFOR11-22-2024GWC CAPITAL & CITY OF EAGLELOCATED IN SEC 28TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANCITY OF EAGLE, ADA COUNTY, IDAZNTS30013017C4.017_17STATE HIGHWAY 16DETAILS1.FILTER FABRIC SHALL BE PROPEX GEOTEX 801 WOVEN GEOTEXTILE OR AN APPROVEDEQUAL. FABRIC SHALL BE PLACED AS SHOWN HEREON AND INSTALLED ACCORDING TOMANUFACTURER'S INSTRUCTIONS. CARE SHALL BE TAKEN TO PREVENT FABRIC FROMTEARING DURING ROCK PLACEMENT.2.ROCK USED FOR HAND PLACED RIP-RAP SHALL BE HARD, DURABLE, ANGULAR INSHAPE, AND FREE FROM CRACKS, OVERBURDEN, SHALE, AND ORGANIC MATTER.NEITHER BREADTH NOR THICKNESS OF A SINGLE STONE SHALL BE LESS THAN 1/3 ITSLENGTH AND ROUNDED STONES SHALL BE AVOIDED. ROCK HAVING A MINIMUMSPECIFIC GRAVITY OF 2.60 IS PREFERRED; HOWEVER, IN NO CASE SHOULD ROCK HAVEA SPECIFIC GRAVITY LESS THAN 2.50. CLASSIFICATION AND GRADATION FOR RIPRAP ISSHOWN IN THE ROCK GRADATION TABLE. ALL ROCK RIP-RAP SHALL BE INSPECTED BYTHE ENGINEER PRIOR TO BACKFILLING.3.RIP-RAP THICKNESS SHALL BE 2 X MAX. ROCK DIA.50 = Nominal particle size*D18-2010085501514-1712-145-7ROCK GRADATION TABLEStone DiameterRange (ft)Percent ofGradationSmaller Than12"121-2417-2014-166-914"1.527-3122-2518-217-1118"236-4129-3424-2810-1524"2.545-5136-4230-3512-1830"3101.5 D50 to 1.7D501.2 D50 to 1.4D501.0 D50 to 1.15D500.4 D50 to 0.6D500.1 D50Loose Riprap GradationsRiprap D50**ROADWAY ORPAVED SURFACENOTES:1.DIVERT FLOW AWAY FROM TRACKING PAD USING CULVERTS, SHALLOW TRENCHOR DIVERSION DAM.2.ROCKS LODGED BETWEEN THE TIRES OF DUAL VEHICLES SHALL BE REMOVEDPRIOR TO LEAVING THE SITE.3.ON SITES WITH A HIGH WATER TABLE OR SATURATED SOILS. INSTALL AGEOTEXTILE FABRIC UNDER STONE TRACKING PAD.4.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAYREQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USEDTO TRAP SEDIMENT.3 TO 6 INCH CLEAR OR WASHEDSTONE.A MINIMUM OF 12"THICK ALL MATERIAL TO BERETAINED ON A 3 INCH SIEVE46.40'AC4.0SCALE: NONETRACKING PAD DETAIL10' MAX24" MINFLOWSILT FENCEFLOW18" MIN 24" MIN
42" MIN
INSTALLATION REQUIREMENTS1.SILT FENCES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY.2.WHEN JOINTS ARE NECESSARY, SILT FENCE GEOTEXTILE SHALL BE SPLICEDTOGETHER ONLY AT SUPPORT POST AND SECURELY SEALED.3.METAL POSTS SHALL BE "STUDDED TEE" OR "U" TYPE WITH MINIMUMWEIGHT OF 1.33 POUNDS PER LINEAR FOOT. WOOD POSTS SHALL HAVE AMINIMUM DIAMETER OR CROSS SECTION DIMENSION OF 2 INCHES.4.THE FILTER MATERIAL SHALL BE FASTENED SECURELY TO METAL OR WOODPOSTS USING WIRE TIES, OR TO WOOD POSTS WITH 34" LONG #9 HEAVY-DUTYSTAPLES. THE SILT FENCE GEOTEXTILE SHALL NOT BE STAPLED TO EXISTINGTREES.5.WHILE NOT REQUIRED, WIRE MESH FENCE MAY BE USED TO SUPPORT THEGEOTEXTILE, WIRE FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPESIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 34" LONG, TIEWIRES OR HOG RINGS. THE WIRE SHALL EXTEND MORE THAN 3" ABOVE THEORIGINAL GROUND SURFACE.6.ALONG THE TOE OF FILLS, INSTALL THE SILT FENCE ALONG A LEVEL CONTOURAND PROVIDE AN AREA BEHIND THE FENCE FOR RUNOFF TO POND ANDSEDIMENT TO SETTLE. A MINIMUM DISTANCE OF 5 FEET FROM THE TOE OFTHE FILL IS RECOMMENDED.7.THE HEIGHT OF THE SILT FENCE FROM THE GROUND SURFACE SHALL BE AMINIMUM OF 24" AND SHALL NOT EXCEED 36"; HIGHER FENCES MAYIMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OFSTRUCTURE.MAINTENANCE REQUIREMENTS1.CONTRACTOR SHALL INSPECT SILT FENCES IMMEDIATELY AFTER EACHRAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLYDURING PERIODS OF NO RAINFALL. DAMAGED, COLLAPSED, UN-ENTRENCHEDOR INEFFECTIVE SILT FENCES SHALL BE PROMPTLY REPAIRED OR REPLACED.2.SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCE WHEN ITACCUMULATES TO HALF THE EXPOSED HEIGHT.3.SILT FENCES SHALL BE REMOVED WHEN ADEQUATE VEGETATION COVER ISATTAINED AS APPROVED BY THE CITY.CC4.0SCALE: NONESILT FENCE DETAILCOMPACTEDBACKFILLSILT FABRICSTAPLED TOPOSTSSILT FENCEFABRICANCHOREDIN TRENCHAND ATTACHEDFIRMLY TO POSTSSILT FENCEFABRICANCHOREDIN TRENCHAND ATTACHEDFIRMLY TO POSTSTRENCH 6"x6"POST (2"x2" NOMINAL)TRENCH 6"x6"H(sq.ft.)8181493625AREARIP-RAP36"30"24"18"12" and 15"68"68"45"35"29"W(2"±)53"53"36"32"25"L(1/2"±)7"7"6 1/2"6 1/2"6 1/2"H(1"±)N/AN/A18"15"10"B MAX10 1/2"10 1/2"7 1/2"7 1/2"6 1/2"A(1"±)DIMENSIONS IN INCHES(inch)DIAMETERPIPE* MAINTAIN MINIMUM COVER DURING CONSTRUCTIONFILL HEIGHT TABLE36363636363612"12"12"12"12"12"36"30"24"18"15"12"(ft)MAX. COVER(in) *MIN. COVER(in)DIAMETER(AASHTO M-294)CORRUGATED POLYETHYLENE PIPENOTES:1.IN ORDER TO ASSURE PROPER FIT WITH 24" AND 36". THESE END SECTIONS ARE ATTACHED BY WELDING TO A SHORT STUB OF24" OR 36" PIPE AND REQUIRE A STANDARD CONNECTION BAND TO MAKE THE ATTACHMENT.2.DO NOT USE THESE CULVERT END SECTION WITHIN THE CLEAR ZONE.3.CLEAR ZONE- THE TOTAL ROADSIDE BORDER AREA, STARTING AT THE EDGE OF THE TRAVELED WAY, AVAILABLE FOR SAFE USEBY ERRANT VEHICLES. THIS AREA MAY CONSIST OF A SHOULDER, A RECOVERABLE SLOPE, A NON-RECOVERABLE SLOPE, AND/ORA CLEAR RUN-OUT AREA. THE DESIRED WIDTH IS DEPENDENT UPON THE TRAFFIC VOLUMES AND SPEEDS, AND ON THEROADSIDE GEOMETRY.SIDE ELEVATIONTOP VIEWEND VIEWPOLYETHYLENECULVERTPRE-MANUFACTUREDEND SECTIONBC4.0SCALE: NONEOUTLET STRUCTURE WITH RIP-RAPPIPE DIA.LHPOLYETHYLENECULVERTMIRIFI 600X WOVENGEOTEXTILE FILTER FABRICOR APPROVED EQUALRIP RAP AREASEE TABLED50-12" ROCKRIP RAP AREASEE TABLEWAABL1' TYP19-26-24AZITD COMMENTS211-22-24AZITD COMMENTS
PHOTOGRAPHS
DESCRIPTION: Tank 2
Access Road viewed facing
north
January 11, 2023
DESCRIPTION: General site
conditions facing east
April 26, 2024
DESCRIPTION: General site
conditions facing east
April 26, 2024
PHOTOGRAPHS
DESCRIPTION: Tank 2
Access Road viewed facing
north
January 11, 2023
DESCRIPTION: General site
conditions facing north
April 26, 2024
DESCRIPTION: General site
conditions facing south
April 26, 2024
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EXHIBIT C
Engineers Estimate for the Pollard Land and SH16 Intersection Improvements
(See Attached)
To: Contact:Alliance Consulting Robert Hammons
Pollard Ln & HWY 16 IntersectionProject Name:Bid Number:
Fax:
Address:Washington, UT 84780 Phone:435-673-8060
Project Location:Star, ID Bid Date:8/8/2025
Total PriceUnit PriceUnitItem DescriptionItem #Estimated Quantity
$49,425.61$49,425.611.002010.4.1.C.1
SPO01
LSGeneral Conditions/ Mobilization
$153,170.00$153,170.001.001103.4.1A.1
SP002
LSTraffic Control System
$33,480.00$66.96500.00626-116A LFTemporary Concrete Barrier (Traffic Control)
$10,469.52$10,469.521.00SP003 LSConstruction Water
$10,752.59$10,752.591.00675-O05A
SPO04
LSSurvey
$84,645.52$84,645.521.00SP005 LSExcavation/Borrow
$7,811.95$7,811.951.00SP006 LSSWPPP & BMP Coordination
$7,719.70$4.781,615.001003.4.1.C.1 LFSilt Fence
$3,489.84$3,489.841.001001.4.2.B.1
SP007
EACHStabalized Construction Entrance
$9,720.36$373.8626.00601.4.1.A.7 LFStorm Sewer Pipe - Size 60"x46" - Type CMP
$22,431.60$373.8660.00601.4.1.A.7 LFStorm Sewer Pipe - Size 24" - Type HDPE (ADS N-12)
$1,116.00$558.002.00SP008 EACH24" Storm Drain End Section
$6,628.80$110.4860.00206.4.1.H.3
SP009
SYLoose Rip-Rap -Type 12" DSO
$6,076.40$110.4855.00206.4.1.H.3
SP009
SYLoose Rip-Rap -Type 8" DSO
$15,623.90$15,623.901.00SP01O LSRemove Existing Iree & Shrub Areas
$2,231.99$2,231.991.00SP011 LSRemove Fences & Gates
$1,071.35$1,071.351.00SP012 LSRemove Signs & Reflector Posts
$5,579.96$5,579.961.00SP013 LSRemove & Relocate Signs
$2,935.06$2,935.061.00SP014 LSRelocate Existing Mailboxes
$8,135.59$8,135.591.00SP015 LSRemove Pavement Markings
$21,653.40$3.027,170.00202.4.1.C.1 SYTopsoil Stripping & Stockpiling
$46,590.00$15.533,000.00202.4.1.C.1 SYSlope Stabilization/Topsoil Placement (6" thick)
$133,724.05$35.333,785.00810.4.1.A.3 SY6" Superpave HMA Pav Incl ASPH&ADD CL SP-3(PG 64-28)
$80,923.30$21.383,785.00802.4.1.A
SP016
SYCrushed Aggregate for Base - Type - 9" Road Base
$76,835.50$20.303,785.00802.4.1.A
SP016
SYCrushed Aggregate for Base - Type - 18" Subbase
$21,184.15$25.07845.00802.4.1.A
SP016
SYCrushed Aggregate for Shoulder
$76,303.70$7.819,770.00813.4.1.A.1 SYFog Coating
$11,277.55$11,277.551.001104.4.1
SP017
LSPainted Pavement Markings
$1,977.81$659.273.001105.4.1
SP018
EACHPermanent Signing
Page 1 of 28/13/2025 9:57:33 AM
Total PriceUnit PriceUnitItem DescriptionItem #Estimated Quantity
$11,619.95$3.073,785.00640-O15A SYSubgrade Separation Geotextile - Type III
$924,605.15Total Bid Price:
ACCEPTED:
The above prices, specifications and conditions are satisfactory
and hereby accepted.
Buyer:
Signature:
Date of Acceptance:
CONFIRMED:
Nampa Paving & Asphalt Company
Authorized Signature:
Estimator:Bodie Brownlee
208-982-1727 bodie@nampapaving.com
Page 2 of 28/13/2025 9:57:33 AM
EXHIBIT D
Eagle Regional Sports Park Construction Drawings Phase 1 (Roadway Only)
(See Attached)
TCONW11121013HIGHWAY 16
ROAD 'A' LOOPFIELD ELEV: 2607.0FIELD ELEV: 2607.0FIELD ELEV: 2607.0FIELD ELEV: 2607.0FUTURE FIELDPHASE 1PHASE 3PHASE 3PHASE 1P
H
A
S
E
3
P
H
A
S
E
1
PHASE 2PHASE 1HPLPHPLPLPLPLPLPLPLPLPLPHPLPLPPO
PO
PO
PO
PO
PO
PO
P
O
PO
PO
PO
POPO PO
PO
FUTURE FIELDFUTURE FIELDFUTURE FIELDPHAS
E
2PHAS
E
1
PHASE 2
PHASE 1
GASGASGASGASGASGASGASGAS1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale300No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=300'30013008C1.01_59EAGLE CITYCOMMUNITY PARKCOVERSCALE: 1' = 5000'VICINITY MAPHWY 16LINDER ROAD AERIE WAY28332726232224 1415131211101918720178LOCATED INEAGLE CITY, ADA COUNTY, IDAHOEAGLE CITY COMMUNITY PARK -PHASE 1FOREAGLE CITYGEOTECHNICAL REPORTS:ENGINEERALLIANCE CONSULTING533 EAST RIVERSIDE DRIVE SUITE 100EAGLE CITY, IDAHO 83616PHONE: (435) 673-8060FAX: (435) 673-8065ENGINEER: MR. DELOSS HAMMONCONTACT: MR. JAMES HAMMONEMAIL: jsh@allianceconsulting.usPROJECT LOCATIONCOMMUNITY PARK-PHASE 1CITY OF EAGLEADDRESS: 660 E Civic LaneEagle, ID 83616PHONE: 208-939-6813CITYThe contractor is responsible to read and fully understand the Geotechreport and to coordinate with the geotechnical engineer throughout thegrading process to ensure that the report's recommendations areimplemented from the beginning to the end of the projects construction.The owner will contract with the geotechnical engineer for hisrepresentatives to be on site throughout the grading process to ensure fullcompliance with the geotechnical report's recommendations. Refer tofollowing reports.1. Atlas Technical Consultants, Geotechnical Investigation City of EagleSports Park. Project No. B222237g, Dated: October 19,2022.DUST CONTROL NOTESTHESE DUST CONTROL MEASURES MUST BE OBSERVED AT ALL TIMES:1. Apply water by means of trucks, hoses and/or sprinklers at sufficientfrequency and quantity, prior to conducting, during and after earthmovingactivities.2. Pre-apply water to the depth of the proposed cuts, or equipmentpenetration.3. Apply water as necessary and prior to expected wind events.4. Operate haul vehicles appropriately in order to minimize fugitive dust andapply water as necessary during loading operations. DISTURBED SURFACE AREAS OR INACTIVE CONSTRUCTION SITES:1. When active construction operations have ceased, apply water at sufficientfrequency and quantity to develop a surface crust and prior to expected windevents2. Install fence barrier and /or "no trespassing" signs to prevent access todisturbed suffice areas.GENERAL NOTES:CONSTRUCTION NOTES:1. Unless shown otherwise on these plans, all construction shall conform to thecodes and ordinances of Eagle City, the State of Idaho Administrative Codes,"The International Plumbing Code", ISPWC and the "International BuildingCode" latest additions as administered by Eagle City.2. The Contractor shall be responsible for the location of and protection of allexisting underground utilities and overhead power line during construction.3. The Benchmark for this Project is a 2" Aluminum Cap Located at the South EastCorner of Section 27 Township 5 North, Range 1 West, Boise Meridian, Elevation2603.16.4. Existing contour and finish contour interval is 2 feet.5. Any necessary design modifications shall be approved by the design engineer.6. All grading to be within ±0.1' of proposed elevation.7. Project shall install an information sign on site before construction begins. Thissign shall have a minimum size, placement location and content informationwith the company name, phone & permit number.8. A mandatory pre-construction meeting shall be required on all projects prior toany grubbing, grading, or construction activities. The permit holder shall berequired to notify all Development Services inspectors.9. Projects shall submit a dust control plan with details on equipment schedulingand reporting of dust control activities.10.Follow Idaho Standards for Public Works.11.All work materials shall meet City of Eagle standards.12.Contractor to follow Grading Guidelines and Hillside Development Standards.Approved November 24, 2009 by City Council.1. All excavations and grading shall be in accordance with the requirements ofthe City of Eagle, of the "International Building Code", 2018 edition, thespecifications and requirements included in the Grading Evaluations and theCity of Eagle grading guidelines and hillside development standards.2. All excavation, grading, and fill operations within the building area should beobserved by the Field Engineer to verify subsoil conditions and determineadequacy of site preparation, suitability of fill materials and compliance withcompaction requirements.3. The Contractor shall provide suitable equipment to control dust and airpollution caused by construction operations. The Contractor shall alsoprovide suitable mud and dirt containment to maintain clean conditions onthe work site, access roadways, and adjacent properties.4. Project shall submit a Dust Control Plan with details on equipment, schedulingand reporting of dust control activities.5. Contractor is responsible and required to obtain their own Idaho NPDES/NOIpermits.6. It is the contractors responsibility to identify all and any SWPPP requirements.7. Prior to and during compaction operations, all backfill material shall have therequired moisture content uniform throughout each layer.8. All non-roadway dust control material shall be firmly placed and compacted95%.9. All Rip-Rap rock shall be approved by owner.10. Contractor must coordinate with other Contractors working in each areas.11. Contractor must protect existing facilities.12. Rework required (remove moisture conditions & re-compact to 95%) on allareas requiring fill prior to any fill being placed. Refer to Geo-tech for reworkrequirements.13. All site blasting must occur during daylight hours and have a dust control planprovided by the contractor.14. All areas disturbed require a seed mix approved by owner.15. Contractor to water bi-weekly all seeded areas for 12 months followingplacement of seed.16. IDPES/NOI Shall be provided to City of Eagle prior to beginning Construction.
OOOOOOOOOOHWY 16HIGHWAY BUFFER
W
16
'
'W16'' TP(UG)CONCO
NW
W265'2
6
5
'265'80'265'1112101380'80'80'1123455775555640'x80'100'x100'46'x46'555FUTUREWWTPAAB B
DDEED
DFuture Ball FieldFuture Ball FieldFuture Ball FieldFuture Ball FieldHHPhase 3Phase 1
Phase 3
Phase 2
Phase 2Phase 1GGC
C
FF13
8
1
6
1
2
14
19
1
5
12148
1691
72022
1
8
138
1
2
1
3
121214
1
4
1
5
1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale150No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Site Plan Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHONAM1"=150'30013008C1.12_59EAGLE CITYCOMMUNITY PARKPHASE 1 SITE PLANLEGEND:ASPHALTBALL FIELDSPRING VALLEY BOUNDARYFUTURE PAVILIONEXISTING STRUCTURESSITE ITEMS:PARKING STALLS (TYP): 320 STALLSADA STALLS:13 STALLSBUS STALLS:8 STALLS1 80' BALL FIELDS DIRT MOUND: 4 FIELDS234FUTURE RESTROOM:1 STRUCTURE5FUTURE PAVILION:1 STRUCTURE6FUTURE MAINTENANCE FACILITY 1 STRUCTURE7EXISTING POND.EXISTING STRUCTURES TO REMAINWELL PROTECTION ZONE50' RADIUSA
A
ROAD SECTIONSPHASE 1 PARKING:PHASE 1 BOUNDARYEXISTING STRUCTURES TO BE REMOVEDFUTURE RESTROOMCONSTRUCTION LIMITS
71.02'RIGHT OF WAY2.00'CURB2.00'CURB31.50'31.50'63.00'ASPHALT3:1 CUT/FILLSECTION E-EONE WAY W/ 45° ANGLED PARKING19.00'ANGLED PARKING6.00'SIDEWALK19.00'ANGLED PARKING4'' CONCRETE4'' BASE2.00'BUFFER3:1 CUT/FILL2.02'BUFFER25.00'ONE WAY LANE3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL3:14" THICK 34" MINUS CRUSHED AGGREGATECOMPACTED TO 95% DRY DENSITYOVER 12" SUB BASE18.00'ONE-WAY TRAVEL LANE24.00'GRAVEL38.00'SECTION H-H2 LANE GRAVEL ROAD7.00'DITCH3.00'SHLDR3.00'SHLDR3:11.00'1.00'3:17.00'DITCH3:11.00'1.00'SUBGRADE LINE10.00'24.00'ASPHALT30.17'CENTER ISLAND30.17'10.00'24.00'ASPHALTVARIES6.00'S.W.6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL3" REVERSE PANROLLED CURBSEE DETAILPER ISPWC SD-702R3" MOUNTABLETRUCK APRON CURBSEE DETAILPER ISPWC SD-701B3" MOUNTABLETRUCK APRON CURBSEE DETAILPER ISPWC SD-701B3" REVERSE PANROLLED CURBSEE DETAILPER ISPWC SD-702R4'' CONCRETE4'' BASE3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE3:1 CUT/FILL3
:
12.00'BUFFER2.00'BUFFERSECTION C-CROUNDABOUT CROSS SECTION2.00'2.00'2.00'2.00'6" CONCRETE4" BASE6" CONCRETE4" BASE44.00'RIGHT OF WAY12.00'TURN LANE11.00'TRAVEL LANE2.00'CURB11.00'TRAVEL LANE2.00'CURB18.00'18.00'36.00'ASPHALT2.00'BUFFER2.00'BUFFER3:1 CUT/FILLSHOULDER1.00'SHOULDER1.00'SECTION A-A3 LANE ROAD3:1 CUT/FILL3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL62.00'RIGHT OF WAY12.00'TURN LANE11.00'TRAVEL LANE2.00'CURB11.00'TRAVEL LANE2.00'CURB18.00'18.00'36.00'ASPHALT3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE2.00'BUFFER3:1 CUT/FILLSHOULDER1.00'SHOULDER1.00'SECTION B-B3 LANE WITH PARKING18.00'PARKING6.00'SIDEWALK2.00'BUFFER3:1 CUT/FILL4'' CONCRETE4'' BASE6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL71.00'RIGHT OF WAY2.00'CURB2.00'CURB31.50'31.50'63.00'ASPHALT2.00'BUFFERSECTION D-DONE WAY W/ 45° ANGLED PARKING19.00'ANGLED PARKING6.00'SIDEWALK19.00'ANGLED PARKING4'' CONCRETE4'' BASE3:1 CUT/FILL3:1 CUT/FILL25.00'ONE WAY LANE2.00'BUFFER3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL4" THICK 34" MINUS CRUSHED AGGREGATECOMPACTED TO 95% DRY DENSITYOVER 12" SUB BASE12.00'TRAVEL LANE12.00'TRAVEL LANE30.00'GRAVEL30.00'SECTION G-G2 LANE GRAVEL ROAD3.00'SHOULDER3.00'SHOULDER3
:
1
3:1SUBGRADE LINE19.00'ANGLED PARKING19.00'ANGLED PARKING25.00'ONE-WAY LANE63.00'ASPHALT71.00'R.O.W.2.00'CURB2.00'BUFFER6.00'S.W.2.00'BUFFER3:1 CUT/FILL3:1 CUT/FILL2.00'CURB4'' CONCRETE4'' BASE3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTALSECTION F-FONE WAY W/ 45° ANGLED PARKINGNo. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Road Sections.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTPnone30013008C1.23_59EAGLE CITYCOMMUNITY PARKROAD SECTIONS
W16''W16'' TP(UG)CO
N CONCO
NW
W111210130+001+002+003+00
4+00
5
+
0
06+007+008+009+009+0560+22-0+500+001+002+003+004+005+006+00 7+00 8+00 9+00 10+00
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
14
+
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0
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PHASE 2PHASE 1HPLPHPLPLPLPLPLPLPLPLPLPHPLPLPPO
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GASGASGASGASGASGASGASGASGASGAS1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale120No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=120'30013008C1.34_59EAGLE CITYCOMMUNITY PARKSWPP PLAN & DUST CONTROLDUST CONTROL NOTESTHESE DUST CONTROL MEASURES MUST BE OBSERVED AT ALL TIMES:1. Apply water by means of trucks, hoses and/or sprinklers atsufficient frequency and quantity, prior to conducting, duringand after earthmoving activities.2. Pre-apply water to the depth of the proposed cuts, orequipment penetration.3. Apply water as necessary and prior to expected wind events.4. Operate haul vehicles appropriately in order to minimizefugitive dust and apply water as necessary during loadingoperations.5. The Contractor shall provide suitable equipment to controldust and air pollution caused by construction operations. Thecontractor shall also provide suitable mud and dirtcontainment to maintain clean conditions on the work site,access roadways and adjacent properties.6. Owner will provide water for construction at no cost tocontractor. Contractor to coordinate with owner to getconstruction meter installed.7. Contractor shall obtain grading permit from DevelopmentServices at not cost to contractor.8. SWPPP permit will be required.OVERALL SWPPPDIRT BERM - 990 LNFTDIRT BERM - 385 LNFTLEGENDTEMPORARYDIRT BERM (1,600 LNFT)1. Provide and Maintain all Erosion Control Measures, Plans, Permits, Maintenance,Expenses, Etc.2. All temporary erosion and sediment control devices shall be installed, monitored, andmaintained until final surface roughness has been established and accepted by the City.3. Inspections shall be performed by the Contractor at Least Once Every 14 Calendar Daysand within 24 Hours After a Storm Event of 0.5" or More. Inspections shall bedocumented in Writing and shall Include: Date and Time, Name of Inspector, Findings,Corrective Actions Taken, and Dates and Amounts of Rainfalls.4. All Erosion Prevention and Sediment Control devices must be repaired, replaced, orsupplemented when they become nonfunctional or the sediment reaches 1/3 of theheight of the device. These repairs must be made within 24 hour of Discovery, or assoon as field conditions allows.5. Provide Temporary Erosion Protection or Permanent cove for the Exposed soil areaswhere activities have been completed or temporarily cease within 21 day of ceasingearth moving activities.6. Sediment tracked on the street shall be removed within 24 hours using a streetsweeper with pick-up broom7. All temporary Erosion and Sediment control devices must be removed by theContractor when final cover is established and acceptable to the Owner.8. Contractor is responsible to provide any erosion protection for any inlets/stormmanholes where pavement has not yet been installed before and after construction.9. Concrete washout location is Contractors responsibility. Location is to be on site.Temporary Erosion and Sediment Control Notes4' min.TOP OF TEMPORARY BERMTEMPORARY BERM DETAILTRACKING PAD(2 LOCATIONS)TRACKING PADTRACKING PADDIRT BERM - 225 LNFTGRAVEL BERM
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GASGASGASGASGASGASGASGASGASGASGASGAS1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale120No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=120'30013008C1.45_59EAGLE CITYCOMMUNITY PARKDEMOLITION PLANDUST CONTROL NOTESTHESE DUST CONTROL MEASURES MUST BE OBSERVED AT ALL TIMES:1. Apply water by means of trucks, hoses and/or sprinklers atsufficient frequency and quantity, prior to conducting, duringand after earthmoving activities.2. Pre-apply water to the depth of the proposed cuts, orequipment penetration.3. Apply water as necessary and prior to expected wind events.4. Operate haul vehicles appropriately in order to minimizefugitive dust and apply water as necessary during loadingoperations.5. The Contractor shall provide suitable equipment to controldust and air pollution caused by construction operations. Thecontractor shall also provide suitable mud and dirtcontainment to maintain clean conditions on the work site,access roadways and adjacent properties.6. Owner will provide water for construction at no cost tocontractor. Contractor to coordinate with owner to getconstruction meter installed.7. Contractor shall obtain grading permit from DevelopmentServices at not cost to contractor.8. SWPPP permit will be required.1. Demolition shall include removal of all Foundations, Footings,Cables, Wires, Pipes, Roots, Etc. Associated with all surface orsubsurface items subject to demolition. All items subject todemolition shall be hauled to a landfill approved by the Engineer.Bidders shall satisfy themselves of all work involved in theremoval of all items subject to demolition. Submission of a bidshall constitute incontrovertible evidence that bidder understandsand has included in his bid all items affecting cost, progress orperformance of the work.2. Edges of Asphalt or Concrete subject to removal shall be saw cutvertically through the entire depth of the pavement structure.3. Removal and replacement of existing concrete curb and sidewalkat curb stops shall be limited to two segments defined by existingcontrol joints. The contractor is responsible to protect adjacentconcrete curb and sidewalk during construction. Any adjacentcurb or sidewalk segments damaged during construction will bereplaced at the sole expense of the Contractor, with noadjustment in price.4. Tree Removal is the responsibility of Contractor.5. Any Asbestos removal is the contractors responsibility to get thehomes inspected and dispose of those materials and any feesAssociated.DEMOLITION NOTES:LEGEND - DEMOLITIONEXISTING STRUCTURESDEMO EXISTING STRUCTURESOVERALL DEMO PLANREMOVE EXISTING FENCE
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GASGASGASGASGASGASGASGASGASGASGASGAS1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale120No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=120'30013008C1.56_59EAGLE CITYCOMMUNITY PARKOVERALL GRADINGGrading Section No.2See Sheet C2.10Grad
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1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale100No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=100'30013008C1.67_59EAGLE CITYCOMMUNITY PARKOVERALL GRADING CUT/FILLOVERALL CUT/FILLELEVATIONS TABLENumber123456789101112Minimum Elevation-7.340-4.000-3.000-2.000-1.0000.0001.0002.0003.0004.0005.0006.000Maximum Elevation-4.000-3.000-2.000-1.0000.0001.0002.0003.0004.0005.0006.0009.725Area45374.6874879.32129724.57156778.58171437.16149936.96133329.09130729.48128885.4352149.0313820.3031050.61Color
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W11121013HIGHWAY 16ROAD 'A' LOOPFIELD ELEV: 2607.0FIELD ELEV: 2607.0FIELD ELEV: 2607.0FIELD ELEV: 2607.0FUTURE FIELDPHASE 1PHASE 3PHASE 3PHASE 1PHASE 3PHASE 1
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GASGASGASGASGASGASGASGASGASGASGAS1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale120No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=120'30013008C1.78_59EAGLE CITYCOMMUNITY PARKOVERALL TOPSOILOVERALL TOPSOILLEGEND6" TOPSOIL REMOVAL - 120,111 SY6" REPLACE TOPSOIL &RE-SEEDING - 9,900 SYTEMPORARY STOCKPILE LOCATIONTEMPORARYSTOCKPILELOCATION1.5' REPLACE TOPSOIL UNDERSPORTS FIELDS - 37,161 SY
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0.25%0.15%2590.152590.46FL2590.54FL1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale60No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=60'30013008C2.110_59EAGLE CITYCOMMUNITY PARKOVERALL GRADING NO.2LEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELC2.1KEY MAPSCALE: 1" = 1000'
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9 0+001+002+003+004+005+006+007+008+009+0010+0010+50Grading Section No.1See Sheet C2.4 Grading Section No.2See Sheet C2.5FIELD ELEV: 2607.0FIELD ELEV: 2607.0FIELD ELEV: 2607.0FIELD ELEV: 2607.0Gr
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OUTFIELDINFIELDSKIN1%1%1%1%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%APRONS1-4%1-4%1-4%1%0.5%0.5%1%35.00'OUTFIELDINFIELDSKIN1%1%1%1%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%APRONS1-4%1-4%1-4%1%0.5%0.5%1%No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Details.dwgFOR8-18-2023EAGLE CITYLOCATED INEAGLE CITYADA COUNTY, IDAHOTYN/A30013008C2.312_59EAGLE CITYCOMMUNITY PARKTYPICAL BALL FIELD DRAINAGETYPICAL BALL FIELD DRAINAGE DESIGN
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C
6
.
0
LP
LPLP
LP
LP
LP
LPLPPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPO PO PO PO PO PO PO POPO
2604.71TBC2604.71TBC2605.10TBCFuture Curb and Gutter
Future Sidewalk FF: 2606.02605.29TBC2604.65TBC2604.30TBCDumpster SiteSee Detail F/C6.0
1.29%2.06%9.85%11.32%0.50%1.27%0.83%1.52%1.52%
1.52%
1.52%
0.5
0
%
0.5
0
%
0.5
0
%0.50%0.50%0.50%0.50%0.5
0
%
0.5
0
%
0.5
0
%0.50%1.00%
1.0
0
%
1.0
0
%
1.0
0
%0.50%1.00%1.00%1.00%0.50%1.00%1.00%1.00%0.5
0
%
0.5
0
%0.50%0.50%0.50%0.50%0.5
0
%
0.50%0.50%0.50%0.50%0.50%1.0
0
%
1.00%1.00%1.00%0.50%0.70%0.70%0.50%0.7
0
%
0.5
0
%
0.7
0
%
0.5
0
%
1.0
0
%
0.7
0
%
0.5
0
%
1.0
1
%
0.7
0
%
0.5
0
%
0.5
0
%
0.5
0
%
0.5
0
%0.50%0.50%0.50%0.50%0.50%0.5
0
%
0.5
0
%
0.5
0
%0.70%0.50%1.00%1.00%0.50%0.70%1.0
0
%
1.0
0
%1.00%1.00%1.00%1.00%1.00%1.00%0.5
0
%0.50%0.50%0.5
0
%
0.5
0
%0.50%0.50%0.5
0
%
0.5
0
%0.50%0.50%0.5
0
%
0.5
0
%0.50%0.50%0.5
0
%
2.7
1
%
3.02
%2.96%4.70%2.39%2.94%4.38%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%
2.01%
2.00%
2
.
5
1%
2.00
%
2.
0
0
%
1.
9
9
%
2
.
0
0%2.00%2.00%2.00%2.00%2.00%2.00%
2.00%1.85%0.78%0.82%0.51%3.60%4.79%0.51%0.82%0.50%3.58%
1.1
5
%
2.00%2.00%2.28%2.18%2.12%
2.16%2.48%3
.
5
4%
3.6
9
%
2.47%7.81%6.41%1.75%4.98%2605.50FL2605.02FL2605.75FL2604.80FL2604.632604.522604.24FL2604.44FL2604.31FL2604.14FL2604.19FL2604.09FL2605.19FL2605.13FL2604.80FL2604.53FL2604.50FL2604.35FL2604.21FL1.91%2.00%2.00%2.00%2.00%1.52%1.82%1.4
0
%
1.4
0
%
0.49%0.49%0.27%0.26%0.25%0.25%Grading Section No.2259025952600260526102615262026252630259025952600260526102615262026252630VERTICAL SCALE: 1"=12'EGFG
FINISHED GROUNDEXISTING GROUND18" Diamond Block WallSee Detail E/C6.02.07%1.00%0.59%0.51%0.66%1.97%4.0'3.00'4.0
:
14.3:1TOPSOIL PLACEMENT - 1.5'TOPSOIL PLACEMENT - 1.5'5.
1
:
1
3.0' Diamond Block WallSee Detail E/C6.04.0' Diamond Block WallSee Detail E/C6.0KEY MAPSCALE: 1" = 1000'1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale60No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=60'30013008C2.514_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEGRADING SECTION NO.5LEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELC
2
.
5
0+001+002+003+004+005+006
+
0
0
7
+
0
0
8
+
0
0
HIGHWAY 16
ROAD 'A' LOOPPHASE 1PHASE 3PHASE 3PHASE 14:1 4:1
12:110:12587.52TBC2587.27TBC2587.02TBC2586.77TBC2586.52TBC2586.25TBC2585.14TBC2585.64TBC2585.87TBC2585.77TBC2585.52TBC2585.27TBC2585.02TBC2584.87TBC2584.54TBC2585.48TBC2585.92TBC2587.18TBC2588.60TBC2587.85TBC2589.32TBC2587.90TBC2586.64TBC2585.98TBC2586.55TBC2586.63TBC2585.64TBC2585.74TBC2586.24TBC2586.50TBC2587.63TBC2587.58TBC2587.03TBC2587.26TBC2587.59TBC2585.99TBC2588.10TBC2588.35TBC2586.24FL2586.39FL2586.02FL2586.59FL2590.15TBC2591.03TBC2589.27TBC2591.00TBC5:12583.952584.33TBC3.04%
2.84%2.98%3.78%3.00%1.99%
1.98%1.23%2.00%2.00%2.00%2.00%
2.00%
2.00%1.85%3.04%2.35%2.36%2.00%2585.04FL2585.31FL2585.25FL2584.84FL2584.32FL2585.51FL2585.17FL0.50%0.50%Road 'A' Loop2570257525802585259025952600260525702575258025852590259526002605-2.00%-2.85%GRADE BREAK STA = 0+18.10ELEV = 2590.650PVI STA: 0+50.00PVI ELEV: 2590.01K: 58.82LVC: 50.00BVCS: 0+25.00BVCE: 2590.51EVCS: 0+75.00EVCE: 2589.30PVI STA: 2+44.13PVI ELEV: 2584.48K: 50.75LVC: 170.00BVCS: 1+59.13BVCE: 2586.90
EVCS: 3+29.13
EVCE: 2584.90LOW PT. STA: 3+03.75LOW PT ELEV: 2584.840.50%VERTICAL SCALE: 1"=6'EGFG
FINISHED GROUNDEXISTING GROUND1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.615_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPLEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELC2.6MATCH SHEET C2.7
STATION 7+50
KEY MAPSCALE: 1" = 1000'
60+228+009+0010+0011+0012+0013+0014+0015+0059+0060+0014+73
12+0
0
13+0014+00 PHASE 3PHASE 1PHASE 2PHASE 14:1
3:1 8:113:
1
14:1
4:1 LPHPLPLP10:1
2592.35TBC2592.14TBC2591.06TBC2590.51TBC2590.33TBC2590.11TBC2589.97TBC2589.78TBC2589.52TBC2589.27TBC2589.02TBC2588.77TBC2588.52TBC2588.27TBC2588.02TBC2587.77TBC2587.52TBC2587.27TBC2587.02TBC2588.10TBC2588.35TBC2588.60TBC2588.85TBC2589.10TBC2589.35TBC2589.60TBC2589.85TBC2590.10TBC2590.35TBC2590.60TBC2590.84TBC2590.69TBC2590.89TBC2590.68TBC2591.04TBC2591.18TBC2591.34TBC2591.87TBC2591.24TBC2591.02TBC2590.83TBC2592.01TBC2592.64TBC2591.63TBC2591.05TBC2590.65TBC2591.02TBC2589.85TBC2590.49TBC4:119
:
1 2591.492590.96Ditch to Connect to Gutterto Convey WaterDitch to Connect to Gutterto Convey Water2.00%
2.00%
2.00%2.00%2.00%
2.00%2.00%2.00%
2.00%2.00%2.00%2.00%2.0
0
%2.46%2.13%3.00%
3.0
0
%3.00%2.00%
2.00%
0.57
%2592.52FL2591.57FL2591.16FLFL2590.15FL2589.45FL2590.46FL2590.54FLRoad 'A' Loop2570257525802585259025952600260526102570257525802585259025952600260526100.50%PVI STA: 14+39.51PVI ELEV: 2590.46K: 300.00LVC: 270.00BVCS: 13+04.51
BVCE: 2589.78
EVCS: 15+74.51
EVCE: 2592.35 VERTICAL SCALE: 1"=6'EGFG FINISHED GROUNDEXISTING GROUND1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.716_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPLEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELMATCH SHEET C2.8
MATCH SHEET C2.6STATION 7+50
STATION 15+50
C
2
.
7 KEY MAPSCALE: 1" = 1000'
16+0017+0018+0019+0020+0021+0022+0023+00PHASE 2PHASE 114:14:13:1
3:1
Structure to be RemovedStructure to be Removed4:14:1
4:1
3:1
3:1
PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO PO
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FUTURE FIELDOUTLET PIPE TO SIDEWALK OPENINGFL: 2597.93SEE DETAIL A/C6.52602.39TBC2602.11TBC2601.66TBC2601.11TBC2600.65TBC2599.94TBC2599.59TBC2598.75TBC2598.05TBC2597.35TBC2596.88TBC2596.64TBC2596.35TBC2595.95TBC2595.25TBC2594.55TBC2593.85TBC2593.15TBC2592.52TBC2592.35TBC2592.14TBC2591.06TBC2590.832592.01TBC2592.64TBC2592.98TBC2593.66TBC2594.41TBC2595.11TBC2595.81TBC2596.51TBC2597.21TBC2597.51TBC2597.20TBC2597.99TBC2598.61TBC2600.01TBC2599.31TBC2600.66TBC2600.51TBC2601.03TBC2601.32TBC2601.79TBC2602.17TBC2602.48TBC2602.33TBC2603.00TBC2603.38TBC2602.68TBC2603.30TBC2601.86TBC2602.63TBC2604.07TBC2603.22TBC2603.22TBC2602.69TBC2603.00TBC2603.38TBC2602.56TBC2603.60TBC2603.60TBC2601.25FL2601.08FL2600.84FL2602.33FL2600.60TBCSD PIPE NO.18 LEN 635.34'6" HDPE FLEX PIPESLOPE 0.30%4:14:14:119:116:1
7:1
2:1 Future Sidewalk2602.60TBC2602.52TBC20.00'Curb Wall10.00'CurbWall1.70%
6.80%1.40%1.49%1.40%1.40%2.00%
2.00%
2.00%
2.00%
2.00%
2.00%2.00%2.00%
1.31%
2.00%
2.00%
2.00%1.90%2.00%0.78%
2.00%1.31%3.47%0.89%2590.54Road 'A' Loop258025852590259526002605261026152620258025852590259526002605261026152620PVI STA: 14+39.51PVI ELEV: 2590.46K: 300.00LVC: 270.00BVCS: 13+04.51BVCE: 2589.78EVCS: 15+74.51EVCE: 2592.35
VERTICAL SCALE: 1"=6'EGFG FINISHED GROUNDEXISTING GROUND1.40%1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.817_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPLEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELMATCH SHEET C2.10
MATCH SHEET C2.7STATION 15+50
STATION 21+00
C
2
.
8 KEY MAPSCALE: 1" = 1000'
1220+0021+0022+0023+0024+0025+0026+0027+0028+00FIELD ELEV: 2607.0Block Wall 1,220 Sq.Ft.3:1 Structure to be RemovedStructure to be RemovedLPLPLP14:1
19:1
21:14:14:14:13:1
3:1 FUTURE FIELD2608.93TBC2608.23TBC2607.51TBC2606.45TBC2605.51TBC2604.79TBC2604.14TBC2603.28TBC2602.39TBC2602.11TBC2601.66TBC2601.11TBC2600.65TBC2599.94TBC2599.59TBC2598.75TBC2598.05TBC2598.612600.01TBC2599.31TBC2600.66TBC2600.51TBC2601.03TBC2601.32TBC2601.79TBC2602.17TBC2602.48TBC2602.33TBC2603.00TBC2603.38TBC2602.68TBC2603.30TBC2601.86TBC2602.63TBC2604.07TBC2603.22TBC2603.22TBC2602.69TBC2603.00TBC2603.38TBC2602.56TBC2603.77TBC2604.30TBC2604.55TBC2604.90TBC2605.25TBC2606.71TBC2607.25TBC2607.78TBC2603.60TBC2603.60TBC2604.09TBC2604.09TBC2604.71TBC2604.71TBC2605.10TBC2605.25TBC2605.88TBC2605.64TBC2604.91TBC2608.41TBC2609.11TBC2609.81TBC2610.51TBC2601.25FL2601.08FL2600.84FL2602.33FL2600.60TBC12" NYLOPLAST INLET WITH GRATE NO.13STA:27+46.63 OFF:-53.38LRIM:2604.27DEPTH: 3.70'INV IN:2600.58 SD PIPE NO.12 (NE)INV OUT:2600.58 SD PIPE NO.13 (SW)12" NYLOPLAST INLET WITH GRATE NO.14STA:26+48.46 OFF:-57.38LRIM:2604.23DEPTH: 3.95'INV IN:2600.28 SD PIPE NO.13 (NE)INV OUT:2600.28 SD PIPE NO.14 (W)12" NYLOPLAST INLET WITH GRATE NO.17STA:24+51.75 OFF:-213.78LRIM:2605.13DEPTH: 4.45'INV OUT:2600.68 SD PIPE NO.16 (E)12" NYLOPLAST INLET WITH GRATE NO.15STA:25+99.48 OFF:-87.28LRIM:2604.14DEPTH: 4.06'INV IN:2600.09 SD PIPE NO.14 (E)INV IN:2600.09 SD PIPE NO.15 (W)INV OUT:2600.09 SD PIPE NO.17 (SW)SDPIPE NO.16LEN80.40'6" HDPEFLEXPIPESLOPE0.30%SD PIPE NO.13 LEN 98.60'6" HDPE FLEX PIPESLOPE 0.30%S
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0%CURB INLET NO.1 (SINGLE)STA:25+23.45 OFF:-46.00LRIM:2605.25DEPTH: 6.42'SUMP: 1.0'INV IN:2599.83 SD PIPE NO.17 (NE)INV OUT:2599.83 SD PIPE NO.18 (SW)SD PIPE NO.18 LEN 635.34'6" HDPE FLEX PIPESLOPE 0.30%SD PIPE NO.15 LEN 114.84'6" HDPE FLEX PIPESLOPE 0.30%SDPIPENO.12LEN6"HDPEFLEXPISLOPE0.30%SDPIPENO.14LEN63.47'6"HDPEFLEXPIPESLOPE0.30%12" NYLOPLAST INLET WITH GRATE NO.16STA:25+08.03 OFF:-156.74LRIM:2604.24DEPTH: 3.81'INV IN:2600.43 SD PIPE NO.16 (W)INV OUT:2600.43 SD PIPE NO.15 (E)4:14:14:17:1
2:1
2:1
Future Curb and GutterFuture SidewalkFuture Sidewalk2605.29TBC2604.65TBC2604.30TBC2602.60TBC2602.52TBC1.
2
9
%
2.06
%
9.85%0.50%0.50%0.50%1.0
0
%
1.0
0
%
1.0
0
%
1.0
0
%
1.00%
1.0
0
%
1.0
0
%0.50%0.5
0
%
0.5
0
%
0.5
0
%2.71%1.70%3.02%2.96%10:17.59%4:1
4:
1
6.80%1.40%1.40%2.00%
2.00%
2.00%
2.00%
2.00%
2.00%2.00%2.00%1.31%2.00%2.00%
2.00%
2.00%1.90%2.00%2.00%2.00%4:1
0.78%0.78%1.00%0.78%
9:1 3.58%1.15%2
.
6
0%1.31%3.47%2.16%2.
4
8
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0
0
%
1.
6
9
%2.02%0.89%2.00%Road 'A' Loop2590259526002605261026152620262525902595260026052610261526202625VERTICAL SCALE: 1"=6'EG
FG
FINISHED GROUNDEXISTING GROUND1.40%KEY MAPSCALE: 1" = 1000'C
2
.
91 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.918_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPLEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELMATCH SHEET C2.10
MATCH SHEET C2.8STATION 21+00
STATION 27+00
126+0025+0026+0027+0028+0029+003
0
+
0
0
31
+
0
0
32+
0
0 FIELD ELEV: 2607.018" DiamondBlock Wall 1,220 Sq.Ft.See Detail E/C6.0STAIRSSee Details C6.42.0 to 4.0' Diamond Block Wall2,000 Sq.Ft.See Detail E/C6.0LPLPLPLPLPLP7:121:120:13:1
9
2
:
1
3:12612.16TOP2616.22TBC2615.74TBC2615.28TBC2614.83TBC2614.15TBC2613.45TBC2612.75TBC2612.05TBC2611.35TBC2610.69TBC2610.53TBC2610.33TBC2609.63TBC2608.93TBC2608.23TBC2607.51TBC2606.45TBC2605.51TBC2604.79TBC2604.14TBC2604.55TBC2604.90TBC2605.25TBC2606.71TBC2607.25TBC2607.78TBC2604.71TBC2604.71TBC2605.10TBC2605.25TBC2605.88TBC2605.64TBC2608.41TBC2609.11TBC2609.81TBC2610.51TBC2611.21TBC2611.91TBC2612.61TBC2613.00TBC2613.58TBC2612.83TBC2614.01TBC2614.71TBC2615.41TBC2616.09TBC2616.56TBC2615.59TBCFuture Sidewalk2605.29TBC2604.65TBC1.29%2.06%9.85%
0.5
0
%1.00%0.50%0.5
0
%0.50%0.50%1.00%1.00%1.00%1.00%1.00%
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FINISHED GROUNDEXISTING GROUND1.40%1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.1019_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPLEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELMATCH SHEET C2.11
MATCH SHEET C2.9STATION 27+00
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BVCE: 2614.92
EVCS: 33+95.32
EVCE: 2614.13
HIGH PT. STA: 32+68.95HIGH PT ELEV: 2615.49PVI STA: 35+32.67PVI ELEV: 2611.18K: 100.00LVC: 164.85BVCS: 34+50.25
BVCE: 2612.95
EVCS: 36+15.10EVCE: 2610.77
VERTICAL SCALE: 1"=6'EG
FG
FINISHED GROUNDEXISTING GROUND1.40%0.50%1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.1120_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPLEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELMATCH SHEET C2.10MATCH SHEET C2.12STATION 31+50STATION 39+00KEY MAPSCALE: 1" = 1000'C
2
.
1
1SEE SHEET C2.15 FORSTORM DRAIN DATA
1039+0040+0041+0042+0043+0044+0045+0046+000+001+004.0' Diamond Block Wall1,860 Sq.Ft.See Detail E/C6.0Future Curb and GutterHPLPLP4:18:1
3:1
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POPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOFF: 2605.752604.29TBC2604.37TBC2604.34TBC2604.23TBC2604.45TBC2604.89TBC2605.57TBC2606.29TBC2607.02TBC2607.58TBC2607.84TBC2608.09TBC2608.48TBC2609.23TBC2609.47TBC2609.72TBC2609.97TBC2610.20TBC2609.34TBC2609.09TBC2608.84TBC2608.59TBC2608.41TBC2608.82TBC2608.28TBC2608.09TBC2607.84TBC2607.58TBC2607.02TBC2606.37TBC2606.25TBC2606.05TBC2606.06TBC2605.64TBC2605.38TBC2605.11TBC2604.58TBC2604.77TBC2605.04TBC2604.92FL2605.29FL2606.05FL2605.15TBC2605.90TBC5:1
3:1
8:1
3:1
3:1Future RestroomFuture Playgroundand SidewalkF
F
:
2
6
0
6
.
0 2604.44TBCGutter to Connect to Ditchto Convey WaterGutter to Connect to Ditchto Convey Water11.32%
0.50%1.27%0.83%0.55%0.50%1.0
0
%
1.0
0
%
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2.00%2.00%
2.00%
2.00%
1.85%
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1.50%1.20%1.72%0.91%1.10%2.00%2.00
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6.41%1.75%4.98%2605.50FL2605.02FL2605.75FL2604.80FL2604.19FL2604.09FL2604.16FL2602.71FL2602.212602.71FL2603.16FL1.9
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FG
FINISHED GROUNDEXISTING GROUND-0.50%-1.45%PVI STA: 42+16.17PVI ELEV: 2607.77K: 52.45LVC: 50.00BVCS: 41+91.17
BVCE: 2607.89
EVCS: 42+41.17
EVCE: 2607.40 PVI STA: 44+16.37PVI ELEV: 2604.86K: 104.90LVC: 100.00BVCS: 43+66.37BVCE: 2605.58EVCS: 44+66.37EVCE: 2604.610.50%1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.1221_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPMATCH SHEET C2.11
MATCH SHEET C2.13
STATION 39+00
STATION 46+00
KEY MAPSCALE: 1" = 1000'C
2
.
1
2
45+0046+0047+0048+0049+0050+0051+0052+0053+00FUTURE FIELD0+001+002+003+004
+
0
05+006+007+008+00Future Curb and Gutter4:1FF: 2605.752604.29TBC2604.37TBC2604.34TBC2605.64TBC2605.38TBC2604.58TBC2604.77TBC2605.04TBCGRAVEL ROAD WITH DITCH3:13:1
3:1
Future RestroomFuture Playgroundand Sidewalk2604.44TBCGutter to Connect to Ditchto Convey WaterGutter to Connect to Ditchto Convey Water2.00%
2.00%
2.00%
2.00%
1.50%
1.
2
0
%2604.16FL2602.71FL2602.21FL2600.97FL2598.40FL2597.39FL2596.89FL2596.39FL2595.89FL2595.89FL2596.39FL2596.89FL2597.39FL2598.40FL2600.97FL2602.21FL2602.71FL2603.16FL2.00%2.00%
2.00%2603.83FL258025852590259526002605261026152620FINISHED GROUNDEXISTING GROUNDVERTICAL SCALE: 1"=6'TEMPORARY LOOP ROAD-0.50%-3.00%-0.50%GRADE BREAK STA = 0+00.00ELEV = 2604.455PVI STA: 4+09.35PVI ELEV: 2599.08K: 49.94LVC: 125.14BVCS: 3+46.78
BVCE: 2600.95
EVCS: 4+71.92EVCE: 2598.76
PVI STA: 2+76.22PVI ELEV: 2603.07K: 49.94LVC: 125.00BVCS: 2+13.72
BVCE: 2603.39
EVCS: 3+38.72
EVCE: 2601.20
1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.1322_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPLEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELMATCH SHEET C2.12
MATCH SHEET C2.14
STATION 46+00
STATION 7+50
KEY MAPSCALE: 1" = 1000'C2
.
1
3
60+2214+0015+0016+00
52+0053+0054+0055+0056+0057+0058+0059+0060+0014+738+009+0010+0011+0012+0013+0014+00PHASE 2PHASE 13:18:113:114:14:1LPHPLPPOPOPOFuture Curb and GutterFUTURE FIELD2592.52TBC2592.35TBC2592.14TBC2591.06TBC2590.51TBC2590.33TBC2590.11TBC2589.97TBC2590.89TBC2590.68TBC2591.04TBC2591.18TBC2591.34TBC2591.87TBC2591.24TBC2591.02TBC2590.83TBC2592.01TBC2592.64TBC2592.98TBC2593.66TBC2594.41TBC2591.63TBC2591.05TBC2590.65TBC2591.02TBC2590.49TBC???49:14:119:12591.492590.96Ditch to Connect to Gutterto Convey WaterDitch to Connect to Gutterto Convey Water1.40%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.46%2.13%3.00%3.00%3.00%0.57%2595.892595.40FL2594.90FL2594.37FL2592.52FL2591.57FL2591.16FL2592.52FL2594.37FL2594.90FL2595.40FL2595.89FL2590.46FL2590.54FLTemporary Loop Road258025852590259526002605261026152620EG
FG
EXISTING GROUNDVERTICAL SCALE: 1"=6'ROUNDABOUT-0.50%-2.50%GRADE BREAK STA = 12+87.81ELEV = 2591.559
PVI STA: 11+30.90PVI ELEV: 2595.49K: 50.00LVC: 100.35BVCS: 10+80.72
BVCE: 2595.74
EVCS: 11+81.07EVCE: 2594.23
1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Base-Phase 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOAZ1"=30'30013008C2.1423_59EAGLE CITY COMMUNITY PARKGRADING PLAN AND PROFILEROAD A LOOPLEGENDPROPOSED NEW ASPHALT24" CURB & GUTTERPROPOSED CONCRETEEXISTING CONTOUR2622DESIGN CONTOUR3393.00TBCELEVATION LABELHP/LPHIGH POINT/LOW POINTDIAMOND BLOCK WALLREVERSE PAN VERTICAL CURBCURB TRANSITIONSSTORM DRAIN PIPESPHASE 1 BOUNDARYCONSTRUCTION LIMITSSPRING VALLEY BOUNDARYPOPOEXISTING OVERHEAD POWEREXISTING POWER POLESPROPOSED GRAVELMATCH SHEET C2.13
STATION 7+50
KEY MAPSCALE: 1" = 1000'C2.14
W16''W16''W16''W16''W16''W16''W16'' TP(UG)
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3+00
4+00
5+00
6+00
7+00
8+00
9+00
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POPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPHASE 2PHASE 12603.22TBC2603.22TBC2603.00TBC2603.38TBC2603.60TBC2603.60TBC2604.09TBC2604.09TBC2604.71TBC2604.71TBC2605.10TBCPHASE 2PHASE 1
SD PIPE NO.20 LEN 50.77'
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SD PIPE NO.7 LEN 100.0 0'6"HDPE FLEX PIPESLOPE0.30%
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6" PVC DR-18 C-9002" PRESSURE SEWER TEE3) 2" GATE VALVESFGFG Road 'A' Loop2580258525902595260026052610261526202580258525902595260026052610261526201.40%FINISHED GROUNDEXISTING GROUNDVERTICAL SCALE: 1"=6'4.00'SWR-PIPE #3LEN: 820.0'2" IPS DR-11SWR-PIPE #1LEN: 1002.3'2" IPS DR-112" PRESSURE SEWER TEE3) 2" GATE VALVES1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park SWR & WTR.dwgFOR8-18-2023SPRING VALLEYLOCATED INEAGLE CITYADA COUNTY, IDAHOAZ1"=30'30013008C3.631_59EAGLE CITY COMMUNITY PARKPHASE 1 SEWER AND WATERPLAN AND PROFILELEGENDPROPOSED 2" PRESSURESEWER LINEPSPSPROPOSED WATER LINEWWPROPOSED IRRIGATION LINEIRRWVCULINARY HYDRANTSCULINARY VALVESIRRIGATION HYDRANTSIRRIGATION VALVESIVWWATER METER SETTER(SIZE AS NOTED)IRRIGATION METER SETTER(SIZE AS NOTED)PROPOSED WATER SERVICEIHIGH PRESSURE GAS (BY OTHERS)HP GASco6" SEWER CLEAN OUT LATERALWITH 1.00% MIN SLOPEPHASE 1 BOUNDARYPHASE 1 CONSTRUCTIONBOUNDARYKEY MAPSCALE: 1" = 1000'C
3
.
6
MATCH C3.5STA 16+00
MATCH C3.7
STA 24+00
12IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''3+004+005+005+35 2+002+9524+0025+0026+0027+0028+0029+003
0
+
0
0
31
+
0
0
32+0
02''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2'
'PS2'
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'PS2'
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2''PS
2
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S
2
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'
P
S
2'
'
P
S
2'
'
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2''
PS
2''
PS
2''
PS
2''
PS
2''
PS
2''
PS
2''
PSHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP
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HP
G
A
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H
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A
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HP
G
A
S
HP
G
A
S
HP
G
A
S
HP
G
A
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HP
G
A
S
HP G
A
S
IRR
8''
IRR
8''
IR
R
8''
IRR
8''
IRR
8''
IRR
8''
IRRPRESSURE SWR-PIPE #1LEN: 1002.3'2" IPS DR-118"x 6" TEE FLxFL2) 8" GATE VALVES FL xMJ1) 6" GATE VALVE FL x MJFL ELEV: 2598.608" 45°
BENDFL ELEV:
2600
.23IRR-PIPE #12LEN: 229.1'8" PVC DR-18 C-900IRR-PIPE #11LEN: 573.5'8" PVC DR-18 C-900IRR FL: 2601.93SD FL: 2600.01IRR FL: 2598.00SD FL: 2600.16HP GASHP GASHP GASCONNECT TO EXISTING SEWER LINEFGFG Road 'A' Loop2590259526002605261026152620262525902595260026052610261526202625PVI STA: 32+90.96PVI ELEV: 2616.38K: 58.82LVC: 208.72BVCS: 31+86.60
BVCE: 2614.92
EVCS: 33+95.32
EVCE: 2614.13 VERTICAL SCALE: 1"=6'FINISHED GROUNDEXISTING GROUND4.00'SWR-PIPE #1LEN: 1002.3'2" IPS DR-111 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park SWR & WTR.dwgFOR8-18-2023SPRING VALLEYLOCATED INEAGLE CITYADA COUNTY, IDAHOAZ1"=30'30013008C3.732_59EAGLE CITY COMMUNITY PARKPHASE 1 SEWER AND WATERPLAN AND PROFILELEGENDPROPOSED 2" PRESSURESEWER LINEPSPSPROPOSED WATER LINEWWPROPOSED IRRIGATION LINEIRRWVCULINARY HYDRANTSCULINARY VALVESIRRIGATION HYDRANTSIRRIGATION VALVESIVWWATER METER SETTER(SIZE AS NOTED)IRRIGATION METER SETTER(SIZE AS NOTED)PROPOSED WATER SERVICEIHIGH PRESSURE GAS (BY OTHERS)HP GASco6" SEWER CLEAN OUT LATERALWITH 1.00% MIN SLOPEPHASE 1 BOUNDARYPHASE 1 CONSTRUCTIONBOUNDARYKEY MAPSCALE: 1" = 1000'C
3
.
7
MATCH C3.6STA 24+00
MATCH C3.7
STA 32+00
W16''W16''W16''W16''W16''W 16''W
16
'
'W16''W16''W16''W16''W16''
TP(UG)P(UG)P(UG)P(UG)P(UG)P(UG)CONCONCONCONCONCONCONCONCONCONCONCONCONWWW WW W W W W W WW
11
12
IRR8''IRR8''IRR8''IRR8''IRR8''8''W 8''W 8''W 8''W 8''W8''W 8''WVIRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''WV
29+0030+0031+0032+0033+003
4
+
0
0
35+0036+00
PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''PS2''W16''W16''W 16''W 16''W
16''W16''W16
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'W16''W16''W16''
W
16''
W
16''
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16''
W 16''
W 16''
W 16''HP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASIVIRR 8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IVIV W8''W8''W8''W8''W8''W8''WVWV
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2''
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4
5
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B
END
FL
E
L
E
V
:
2
6
0
0
.
5
5
8" 45° BENDFL ELEV: 2600.23IRR-PIPE #13LEN: 252.0'8" PVC DR-18 C-900IRR-PIPE #12LEN: 229.1'8" PVC DR-18 C-9008" 22.5° BEND8" 11.25 BENDFL ELEV: 2600.18IRR-PIPE #16LEN: 37.2'8" PVC DR-18 C-900CONNECT TO EXISTING WATER LINE16"x 8" TEE FLxMJ8" GATE VALVE FLxMJ8" 11.25° BEND8" 11.25° BEND Water HydrantAssembly No.38" Tee FLxFL2) 8" Gate Valves FLxMJ 2" Blow-Off PerISPWC SD-4052" Blow-Off PerISPWC SD-405FL ELEV: 2609.25IRR FL ELEV: 2603.988" GATE VALVE MJxMJ
HP GASHP GASHP GASHP GASHP GASHP GASHP GASCONN
E
C
T
TO
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S
T
ING
S
EW
E
R
L
IN
E
IRR
8''WVWVIRR-PIPE #17LEN: 80.0'8" PVC DR-18 C-900IRR-PIPE #17ALEN: 170.0'8" PVC DR-18 C-9004" Meter in 48" ManholeSee Detail C/C6.5Water/IrrigationConnectionSee Detail B/C6.5IVIVRoad 'A' Loop2595260026052610261526202625263025952600260526102615262026252630-2.15%PVI STA: 32+90.96PVI ELEV: 2616.38K: 58.82LVC: 208.72BVCS: 31+86.60
BVCE: 2614.92
EVCS: 33+95.32
EVCE: 2614.13
HIGH PT. STA: 32+68.95HIGH PT ELEV: 2615.49PVI STA: 35+32.67PVI ELEV: 2611.18K: 100.00LVC: 164.85BVCS: 34+50.25
BVCE: 2612.95
EVCS: 36+15.10EVCE: 2610.77
FG
FG FINISHED GROUNDEXISTING GROUNDVERTICAL SCALE: 1"=6'SWR-PIPE #1LEN: 1002.3'2" IPS DR-11WTR-PIPE #10LEN: 75.7'8" PVC DR-18 C-9008" 11.25° BENDWater HydrantAssembly No.3WTR-PIPE #12LEN:41.0'8" PVC DR-18 C-900WTR-PIPE #11LEN:6.5'8" PVC DR-18 C-9008" 11.25° BENDCONNECT TO EXISTING WATER LINE16"x 8" TEE8" GATE VALVE FLxMJCONNECT TO EXISTING SEWER LINE1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park SWR & WTR.dwgFOR8-18-2023SPRING VALLEYLOCATED INEAGLE CITYADA COUNTY, IDAHOAZ1"=30'30013008C3.833_59EAGLE CITY COMMUNITY PARKPHASE 1 SEWER AND WATERPLAN AND PROFILELEGENDPROPOSED 2" PRESSURESEWER LINEPSPSPROPOSED WATER LINEWWPROPOSED IRRIGATION LINEIRRWVCULINARY HYDRANTSCULINARY VALVESIRRIGATION HYDRANTSIRRIGATION VALVESIVWWATER METER SETTER(SIZE AS NOTED)IRRIGATION METER SETTER(SIZE AS NOTED)PROPOSED WATER SERVICEIHIGH PRESSURE GAS (BY OTHERS)HP GASco6" SEWER CLEAN OUT LATERALWITH 1.00% MIN SLOPEPHASE 1 BOUNDARYPHASE 1 CONSTRUCTIONBOUNDARYKEY MAPSCALE: 1" = 1000'C3.8
MATCH C3.7STA 32+00MATCH C3.9STA 36+00
W16''W16'
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'W16'
'WW16''W16''W16'' TP(UG)
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CON
CON
CON
C
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CONCONWWWWWWWWW1110W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRRWVIR
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8''IRR8''
IR
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'W16''W16''W16''WIV IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR8''8''IRR 8''IRR 8''IRR 8''IRR 8''WcococoIVIV180°'180°'180°'W
8''
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8''
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#
1
0
LEN: 75.7'
8" PVC D
R-
1
8
C-
9
0
0 WTR-PIPE #12LEN: 41.0'8" PVC DR-18 C-900WTR-PIPE #15LEN: 110.4'8" PVC DR-18 C-900WTR-PIPE #16LEN: 211.7'8" PVC DR-18 C-900WTR-PIPE #17LEN: 529.6'8" PVC DR-18 C-900W
T
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1
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1
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8"
P
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C
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-
1
8
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9
0
0WTR-PIPE #11LEN: 6.5'8" PVC DR-18 C-900WTR-PIPE #13LEN: 6.9'8" PVC DR-18 C-900IRR-PIPE #20LEN: 350.0'6" PVC DR-18 C-9006" TEE FLxFL3) 6" GATE VALVES FL x MJFL ELEV: 2600.96" 22.5° BENDFL ELEV: 2600.206" 22.5° BENDFL ELEV: 2600.208" 45° BENDFL ELEV: 2600.55IRR-PIPE #19LEN: 263.6'6" PVC DR-18 C-900IRR-PIPE #13LEN: 252.0'8" PVC DR-18 C-9001" WATER METERIRR-PIPE #18LEN: 100.8'6" PVC DR-18 C-900IRR-PIPE #16LEN: 37.2'8" PVC DR-18 C-9008" TEE MJxMJ8"x6" REDUCER1) 8" GATE VALVES FLxMJ1) 6" GATE VALVES FLxMJFL ELEV: 2600.55SWR LATERAL #4 LEN: 90.0'6" PVC SDR-26 SLOPE: 1.00%SWR LATERAL #1 LEN: 90.0'6" PVC SDR-26 SLOPE: 1.00%SWR LATERAL #2 LEN: 90.0'6" PVC SDR-26 SLOPE: 1.00%SWR LATERAL #3 LEN: 90.0'6" PVC SDR-26 SLOPE: 1.00%6" Lateral to ConcessionsRim Elev: 2606.57FL Elev: 2601.526" Lateral to ConcessionsRim Elev: 2605.94FL Elev: 2600.626" Lateral to ConcessionsRim Elev: 2605.04FL Elev: 2599.726" Lateral to ConcessionsRim Elev: 2605.28FL Elev: 2598.82HOSE BIBCONNECT TO EXISTING WATER LINE16"x 8" TEE FLxMJ8" GATE VALVE FLxMJ8" 11.25° BEND8" 11.25° BENDWater HydrantAssembly No.38" 22.5° BEND8" 22.5° BEND8" Tee FLxFL2) 8" Gate Valves FLxMJ2" Blow-Off PerISPWC SD-4052" Blow-Off PerISPWC SD-405FL ELEV: 2609.25IRR FL ELEV: 2603.988" GATE VALVE MJxMJWV
WV
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#
1
7
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0
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9
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1
7
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7
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8"
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9
0
04" Meter in 48" ManholeSee Detail C/C6.5Water/IrrigationConnectionSee Detail B/C6.5IVIVFGFG Road 'A' Loop25902595260026052610261526202590259526002605261026152620-0.50%PVI STA: 42+16.17PVI ELEV: 2607.77K: 52.45LVC: 50.00BVCS: 41+91.17BVCE: 2607.89EVCS: 42+41.17EVCE: 2607.40
PVI STA: 35+32.67PVI ELEV: 2611.18K: 100.00LVC: 164.85BVCS: 34+50.25
BVCE: 2612.95
EVCS: 36+15.10
EVCE: 2610.77FINISHED GROUNDEXISTING GROUNDVERTICAL SCALE: 1"=6'4.00'WTR-PIPE #10LEN: 75.7'8" PVC DR-18 C-900WTR-PIPE #17LEN:529.6'8" PVC DR-18 C-9008" 22.5° BEND8" 22.5° BENDWTR-PIPE #16LEN:211.7'8" PVC DR-18 C-900WTR-PIPE #15LEN:110.4'8" PVC DR-18 C-9008" Tee FLxFL2) 8" Gate Valves FLxMJ8" 11.25° BENDWTR-PIPE #13LEN:6.9'8" PVC DR-18 C-9008" 11.25° BENDWater HydrantAssembly No.3WTR-PIPE #12LEN:41.0'8" PVC DR-18 C-900WTR-PIPE #11LEN:6.5'8" PVC DR-18 C-900IRR-PIPE #17LEN:251.2'6" PVC DR-18 C-9001 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park SWR & WTR.dwgFOR8-18-2023SPRING VALLEYLOCATED INEAGLE CITYADA COUNTY, IDAHOAZ1"=30'30013008C3.934_59EAGLE CITY COMMUNITY PARKPHASE 1 SEWER AND WATERPLAN AND PROFILELEGENDPROPOSED 2" PRESSURESEWER LINEPSPSPROPOSED WATER LINEWWPROPOSED IRRIGATION LINEIRRWVCULINARY HYDRANTSCULINARY VALVESIRRIGATION HYDRANTSIRRIGATION VALVESIVWWATER METER SETTER(SIZE AS NOTED)IRRIGATION METER SETTER(SIZE AS NOTED)PROPOSED WATER SERVICEIHIGH PRESSURE GAS (BY OTHERS)HP GASco6" SEWER CLEAN OUT LATERALWITH 1.00% MIN SLOPEPHASE 1 BOUNDARYPHASE 1 CONSTRUCTIONBOUNDARYKEY MAPSCALE: 1" = 1000'C
3
.
9MA
T
C
H
C
3
.
8
S
T
A
3
6
+
0
0
MATCH C3.10STA 43+00
W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''IRR6''WV
43+0044+0045+0046+0047+0048+0049+0050+0051+00
2''W6''IRR 6''IRR 6''IRR 6''IRR 6''IRR 6''IRR 6''IRR 6''IRR 6''IVIV IV7+00 8+00 9+00 9+82co
cococo179°'90
°
'153°'180°'PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO
PO WTR-PIPE #18LEN: 55.0'8" PVC DR-18 C-9002" Blow-Off PerISPWC SD-405FL ELEV: 2600.22" Blow-Off PerISPWC SD-4056" TEE FLxFL3) 6" GATE VALVES FL x MJFL ELEV: 2600.9IRR-PIPE #23LEN: 145.0'6" PVC DR-18 C-900Water HydrantAssembly No.4SWR LATERAL #4 LEN: 90.0'6" PVC SDR-26 SLOPE: 1.00%SWR LATERAL #7 LEN: 50.0'6" PVC SDR-26 SLOPE: 1.00%SWR LATERAL #6 LEN: 90.0'6" PVC SDR-26 SLOPE: 1.00%SWR LATERAL #5 LEN: 51.1'6" PVC SDR-26 SLOPE: 1.00%6" Lateral to RestroomsRim Elev: 2605.34FL Elev: 2598.156" Lateral to RestroomsRim Elev: 2605.75FL Elev: 2599.056" Lateral to Concessions6" Lateral to ConcessionsRim Elev: 2605.28FL Elev: 2598.826" Lateral to ConcessionsRim Elev: 2605.73FL Elev: 2598.30SWR LATERAL #5 LEN: 15.0'6" PVC SDR-26 SLOPE: 1.00%1.5" WATER METERIRR FL:2601.24SWR FL:2598.42FGFG Road 'A' Loop258025852590259526002605261026152620258025852590259526002605261026152620-0.50%PVI STA: 49+87.95PVI ELEV: 2602.00K: 166.67LVC: 250.00BVCS: 48+62.95BVCE: 2602.62EVCS: 51+12.95EVCE: 2599.50
PVI STA: 44+16.37PVI ELEV: 2604.86K: 104.90LVC: 100.00BVCS: 43+66.37
BVCE: 2605.58
EVCS: 44+66.37
EVCE: 2604.61 FINISHED GROUNDEXISTING GROUNDVERTICAL SCALE: 1"=6'4.00'WTR-PIPE #18LEN:58.3'8" PVC DR-18 C-9002" Blow-Off PerISPWC SD-405Water HydrantAssembly No.4WTR-PIPE #17LEN:529.6'8" PVC DR-18 C-9001 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale30No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park SWR & WTR.dwgFOR8-18-2023SPRING VALLEYLOCATED INEAGLE CITYADA COUNTY, IDAHOAZ1"=30'30013008C3.1035_59EAGLE CITY COMMUNITY PARKPHASE 1 SEWER AND WATERPLAN AND PROFILELEGENDPROPOSED 2" PRESSURESEWER LINEPSPSPROPOSED WATER LINEWWPROPOSED IRRIGATION LINEIRRWVCULINARY HYDRANTSCULINARY VALVESIRRIGATION HYDRANTSIRRIGATION VALVESIVWWATER METER SETTER(SIZE AS NOTED)IRRIGATION METER SETTER(SIZE AS NOTED)PROPOSED WATER SERVICEIHIGH PRESSURE GAS (BY OTHERS)HP GASco6" SEWER CLEAN OUT LATERALWITH 1.00% MIN SLOPEPHASE 1 BOUNDARYPHASE 1 CONSTRUCTIONBOUNDARYKEY MAPSCALE: 1" = 1000'C
3
.
1
0
MATCH C3.9STA 43+00
IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRR8''IRRPS2''PS2''PS2''W8''W8''W8''W8''WVWVWV1+002+00
3+00
4+00PS2''PS2''PS2''PS2''PS2''PS2''PS2''HP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASHP GASIRR6''IRR6''IRR6''IVW8''W8''W8''W8''W8''W8''0+001+001+5010.93
'12.14'WV PRESSURE SWR-PIPE #6LEN: 45.0'2" IPS DR-11PRESSURE SWR-PIPE #7LEN: 67.0'2" IPS DR-11WTR-PIPE #1LEN: 65.0'8" PVC DR-18 C-900WTR-PIPE #2LEN: 55.0'8" PVC DR-18 C-900WTR-PIPE #3
LEN: 85.4'
8" PVC DR-18 C-900WTR-PIPE #4LEN: 44.4'8" PVC DR-18 C-900WTR-PIPE #5LEN: 130.5'8" PVC DR-18 C-900IRR-PIPE #2LEN: 535.0'8" PVC DR-18 C-9002" Blow-Off PerISPWC SD-4052" Blow-Off PerISPWC SD-4052" Blow-Off PerISPWC SD-405FL ELEV: 2579.5IR
R
-
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PHASE 16"4"1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale120No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Paving And Striping PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTP1"=120'30013008C5.043_59EAGLE CITYCOMMUNITY PARK - PHASE 1PAVING & STRIPING OVERALLLEGENDEXISTING ASPHALTPROPOSED NEW ASPHALTSIDEWALK24" CURB & GUTTERADA RAMPROADWAY SECTIONASPHALT/CONCRETEROAD BASECONCRETECLASS 1 MONUMENTPHASE 1 BOUNDARY#NUMBER OF PARKING STALLS6" REVERSE PANVERTICAL SPILL CURB6" REVERSE PAN VERTICALSPILL CURB TRANSITIONPROJECT BOUNDARY3"4"12"GRAVELPhase 1 Parking:320 Parking Stalls (TYP.)EXISTING BUILDINGSHIGHWAY 16C5.1C5.1C5.2C5.2C5.3C5.3C5.4C5.413 ADA Parking Stalls8 Bus Parking StallsEXISTING BUILDINGSFUTUREPLAYGROUNDFUTURE PAVILIONWELL PROTECTION ZONE50' RADIUSFUTURE MAINTENANCEFACILITYC5.5C5.5FUTURE FIELDSFUTURE LOOPAABB
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71.02'RIGHT OF WAY2.00'CURB2.00'CURB31.50'31.50'63.00'ASPHALT3:1 CUT/FILLSECTION E-EONE WAY W/ 45° ANGLED PARKING19.00'ANGLED PARKING6.00'SIDEWALK19.00'ANGLED PARKING4'' CONCRETE4'' BASE2.00'BUFFER3:1 CUT/FILL2.02'BUFFER25.00'ONE WAY LANE3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL3:14" THICK 34" MINUS CRUSHED AGGREGATECOMPACTED TO 95% DRY DENSITYOVER 12" SUB BASE18.00'ONE-WAY TRAVEL LANE24.00'GRAVEL38.00'SECTION H-H2 LANE GRAVEL ROAD7.00'DITCH3.00'SHLDR3.00'SHLDR3:11.00'1.00'3:17.00'DITCH3:11.00'1.00'SUBGRADE LINE10.00'24.00'ASPHALT30.17'CENTER ISLAND30.17'10.00'24.00'ASPHALTVARIES6.00'S.W.6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL6"VERTICAL CURB AND GUTTERREF. SD-701 ACHD SUPPLEMENTAL3" REVERSE PANROLLED CURBSEE DETAILPER ISPWC SD-702R3" MOUNTABLETRUCK APRON CURBSEE DETAILPER ISPWC SD-701B3" MOUNTABLETRUCK APRON CURBSEE DETAILPER ISPWC SD-701B3" REVERSE PANROLLED CURBSEE DETAILPER ISPWC SD-702R4'' CONCRETE4'' BASE3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE3" ASPHALT SP-03(12" MIX) PG 64-284" ROAD BASE12" SUB BASE3:1 CUT/FILL3
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R=300.0R=300.0R=300.0INSTALL MUTCD SIGN#D3-1 VARIESx12"& #R1-1 30"x30"-0+500+001+002+003+004+005+006+007+008+009+0010+0011+00CBBBABBEPHASE 1PHASE 3PHASE 3PHASE 1PHASE 3PHASE 136.0'9.0'9.0'36.0'36.0'18.0'6.0'JHH13R30.0'R30.0'R30.0'R30.0'R5.0'R30.0'R30.0'R30.0
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KEY MAPSCALE: 1" = 1000'LEGENDEXISTING ASPHALTPROPOSED NEW ASPHALTSIDEWALK24" CURB & GUTTERADA RAMPROADWAY SECTIONASPHALT/CONCRETEROAD BASECONCRETECLASS 1 MONUMENTPHASE 1 BOUNDARY#NUMBER OF PARKING STALLS6" REVERSE PANVERTICAL SPILL CURB6" REVERSE PAN VERTICALSPILL CURB TRANSITIONPROJECT BOUNDARY3"4"12"GRAVELPAVEMENT MARKINGS: 8" WHITE - CHANNELIZING / BIKE LANE4" YELLOW LINE4" WHITE LINE24" WHITE - 9' CROSSWALK, 4' SEPARATION (18)24" WHITE - STOP BAR, 4' SEPARATION FROM CROSSWALK12" WHITE - ROUNDABOUT ENTRY 2' LENGTH BY 3' GAPPAVEMENT MARKINGS - LEFT ARROW, STRAIGHT AND RIGHT ARROW, HANDICAP PARKING* ALL PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MUTCD SECTION 3.15161718201923FSD-701B3" MOUNTABLETRUCK APRON CURBDETAIL LISTPEDESTRIAN RAMP24" CURB & GUTTERW/ BASESIGN POSTINSTALLATIONCLASS A STANDARDMONUMENT DETAILABCDECALLOUTDESCRIPTIONISPWC StandardDrawing No.SD-709SD-701SD-1130SD-712GSD-2020BCONCRETE SIDEWALKQTY UNIT9,405SY10,975LF30 EACH166EACHEACHEACHEACH200 LFG3" REVERSE PANROLLED CURB260 LFSD-702RH8' VALLEY GUTTER5J12' VALLEY GUTTER3DC6.0BC6.0GRAVEL (4"/12")6,945SYASPHALT (3"/4"/12")25,635SYEACHKDRIVEWAY APPROACH2SD-710LFL6" REVERSE PANVERTICAL CURB280SD-701R
R=500.0R=500.017.5'YIELDINSTALL MUTCD SIGN#R1-2 36"x36"x36"#R6-5P 30"x30"INSTALL MUTCD SIGN#R1-2 36"x36"x36"#R6-5P 30"x30"INSTALL MUTCD SIGNR6-4 30"x24"YIELDINSTALL MUTCD SIGN#R7-8 12"x18"Supplemental Plate 18"x9"INSTALL MUTCD SIGN#R1-1 30"x30"#R3-5L 24"X30"VANACCESSIBLERESERVEDPARKING4"12"45°45°45°45°10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0054+0055+0056+0057+0058+0059+0060+0060+22
3"4"12"BACBCBACDBEPHASE 3PHASE 1PHASE 2PHASE 1PM224' Gravel Roadwith Ditch36.0'9.0'25.0'25.0'9.0'19.0'18.0'9.
0
'19.0'6.0'6.0'6.0'6.0'6.0'25.0'19.0'9.0'9.0'24.0'25.0'28.5'10'x15' ConcretePicnic Table PadCF10'x15' ConcretePicnic Table Pad10'x15' ConcretePicnic Table PadEETHROUGH CURBSEE DETAIL C/C6.0PHA
S
E
14"4"4"4"4"4"4"4"10'x15' ConcretePicnic Table Pad16172022JJLR
5
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'R5.0'R5.0'
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5
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5
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'R5.0'R5.0'R
5
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0
'R514.5'R66.0'R89.0'R69.0'R89.0'R69.0'R60.0'R69.0'R60.0'R485.5'R44.0'R98.0'R98.0'R6
6
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0
'Sidewalk OpeningSee Detail A/C6.51312VANACCESSIBLERESERVEDPARKINGINSTALL MUTCD SIGN#R7-8 12"x18"Supplemental Plate 18"x9"DR2.5'R2.5'R10.0'GONLY24.0'DINSTALL MUTCD SIGN#W11-2 30"x30"#W16-9P 24"x12"CAHEADFUTURESIDEWALKTHROUGH CURBSEE DETAIL C/C6.0THROUGH CURBSEE DETAIL C/C6.0FUTURE CURBFUTURE CURBFUTURESIDEWALKINSTALL MUTCD SIGN#R5-1 30"x30"DO NOTENTER9.0'INSTALL MUTCD SIGN#R5-1 30"x30"DO NOTENTER22.0'R2.5'R2.0'R0.5'1.0'1.0'R
1
0
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'6"4"LLL171717232320201515151616181 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale40No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Paving And Striping PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTP1"=40'30013008C5.346_59EAGLE CITYCOMMUNITY PARK - PHASE 1PAVING & STRIPINGMATCH C5.1STA 11+00MATCH C5.3STA 21+00KEY MAPSCALE: 1" = 1000'LEGENDEXISTING ASPHALTPROPOSED NEW ASPHALTSIDEWALK24" CURB & GUTTERADA RAMPROADWAY SECTIONASPHALT/CONCRETEROAD BASECONCRETECLASS 1 MONUMENTPHASE 1 BOUNDARY#NUMBER OF PARKING STALLS6" REVERSE PANVERTICAL SPILL CURB6" REVERSE PAN VERTICALSPILL CURB TRANSITIONPROJECT BOUNDARY3"4"12"GRAVELPAVEMENT MARKINGS: 8" WHITE - CHANNELIZING / BIKE LANE4" YELLOW LINE4" WHITE LINE24" WHITE - 9' CROSSWALK, 4' SEPARATION (18)24" WHITE - STOP BAR, 4' SEPARATION FROM CROSSWALK12" WHITE - ROUNDABOUT ENTRY 2' LENGTH BY 3' GAPPAVEMENT MARKINGS - LEFT ARROW, STRAIGHT AND RIGHT ARROW, HANDICAP PARKING* ALL PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MUTCD SECTION 3.15161718201923FSD-701B3" MOUNTABLETRUCK APRON CURBDETAIL LISTPEDESTRIAN RAMP24" CURB & GUTTERW/ BASESIGN POSTINSTALLATIONCLASS A STANDARDMONUMENT DETAILABCDECALLOUTDESCRIPTIONISPWC StandardDrawing No.SD-709SD-701SD-1130SD-712GSD-2020BCONCRETE SIDEWALKQTY UNIT9,405SY10,975LF30 EACH166EACHEACHEACHEACH200 LFG3" REVERSE PANROLLED CURB260 LFSD-702RH8' VALLEY GUTTER5J12' VALLEY GUTTER3DC6.0BC6.0GRAVEL (4"/12")6,945SYASPHALT (3"/4"/12")25,635SYEACHKDRIVEWAY APPROACH2SD-710LFL6" REVERSE PANVERTICAL CURB280SD-701R
111213R=500.0R=500.0R =50.0
R=50.0INSTALL MUTCD SIGNINSTALL MUTCD SIGN#R1-1 30"x30"#R3-5L 24"X30"INSTALL MUTCD SIGN#R1-1 30"x30"#R3-5L 24"x30"45°45°45°45°45°19+0020+0021+0022+0023+0024+0025+0026+0027+0028+002
9
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0
03"4"12"ADBBBAABADDDAAAAEPM1D9.0'12.5'25.0'29.3'25.0'25.0'44.0'19.0'19.0'9.0'6.0'5.0'6.0'5.0'5.0'5.0'6.0'8.0'8.0'8.0'12.0'45.0'25.0'8.0'9.0'19.0'9.0'9.0'19.0'4.0'D10'x15' ConcretePicnic Table PadCCH10'x15' ConcretePicnic Table Pad10'x15' ConcretePicnic Table Pad10'x15' ConcretePicnic Table PadTHROUGH CURBSEE DETAIL C/C6.0BLEACHERSBLEACHERSBLEACHERSBLEACHERS4"4"4"4"4"4"4"4"4"4"10'x15' ConcretePicnic Table Pad161214817R5.0'R5.0'R12.0'R5.0'R5.0'R514.5'R5.0'R5
.
0
'R8.0'R12.0'R8.0'R12.0'R8.0'R12.0'R5.0'R30.0'R64.5'R64.5'R30.0'R30.0'R30.0'R5.0'R5.0'R485.5'Sidewalk OpeningSee Detail A/C6.56.0'812 10'x15' ConcretePicnic Table Pad4"4"8.0'R5.0'R5.0
'
R5.
0
'R5.0'R
5
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0
'R5.0'R5.0'R
5
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'9.0'9.0'4.0'8.0'INSTALL MUTCD SIGN#R7-8 12"x18"Supplemental Plate 18"x9"VANACCESSIBLERESERVEDPARKINGCR104.0'R404.0'R10.0'R5.0'R5.0'PHASE 2PHASE 1 R400.0'R200.0'R13
0
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0
'R200.0'R100.0'R3
5
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0
'R10.0'30.0'30.0
'ONLYTHROUGH CURBSEE DETAIL C/C6.0THROUGH CURBSEE DETAIL C/C6.0FUTURE CURBFUTURE CURBSEE SHEETS C5.8-C5.9FOR FIELD LAYOUT25.0'25.0'ONLY4"12"R10.0'R10.0'R10.0'R1
0
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'LL191918181717171717FUTUREBUILDINGD1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale40No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Paving And Striping PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTP1"=40'30013008C5.447_59EAGLE CITYCOMMUNITY PARK - PHASE 1PAVING & STRIPINGMATCH C5.2STA 21+00MATCH C5.4STA 33+00KEY MAPSCALE: 1" = 1000'LEGENDEXISTING ASPHALTPROPOSED NEW ASPHALTSIDEWALK24" CURB & GUTTERADA RAMPROADWAY SECTIONASPHALT/CONCRETEROAD BASECONCRETECLASS 1 MONUMENTPHASE 1 BOUNDARY#NUMBER OF PARKING STALLS6" REVERSE PANVERTICAL SPILL CURB6" REVERSE PAN VERTICALSPILL CURB TRANSITIONPROJECT BOUNDARY3"4"12"GRAVELPAVEMENT MARKINGS: 8" WHITE - CHANNELIZING / BIKE LANE4" YELLOW LINE4" WHITE LINE24" WHITE - 9' CROSSWALK, 4' SEPARATION (18)24" WHITE - STOP BAR, 4' SEPARATION FROM CROSSWALK12" WHITE - ROUNDABOUT ENTRY 2' LENGTH BY 3' GAPPAVEMENT MARKINGS - LEFT ARROW, STRAIGHT AND RIGHT ARROW, HANDICAP PARKING* ALL PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MUTCD SECTION 3.15161718201923FSD-701B3" MOUNTABLETRUCK APRON CURBDETAIL LISTPEDESTRIAN RAMP24" CURB & GUTTERW/ BASESIGN POSTINSTALLATIONCLASS A STANDARDMONUMENT DETAILABCDECALLOUTDESCRIPTIONISPWC StandardDrawing No.SD-709SD-701SD-1130SD-712GSD-2020BCONCRETE SIDEWALKQTYUNIT9,405SY10,975LF30 EACH166EACHEACHEACHEACH200 LFG3" REVERSE PANROLLED CURB260 LFSD-702RH8' VALLEY GUTTER5J12' VALLEY GUTTER3DC6.0BC6.0GRAVEL (4"/12")6,945SYASPHALT (3"/4"/12")25,635SYEACHKDRIVEWAY APPROACH2SD-710LFL6" REVERSE PANVERTICAL CURB280SD-701R
W16''W16''W16''W16''W16''W16''W16'' TP(UG)
P(UG)
P(UG)P(UG
)P(UG
)CONCONCON
CON
CON
CONCONCONCONWWWWWWWWW11121013R =4 0 5 .0R=50.0INSTALL MUTCD SIGNR6-4 30"x24"ONE WAYINSTALL MUTCD SIGN#R7-8 12"x18"Supplemental Plate 18"x9"INSTALL MUTCD SIGN#R1-1 30"x30"#R3-5L 24"x30"INSTALL MUTCD SIGN#R1-1 30"x30"#WR6-1R 36"X12"VANACCESSIBLERESERVEDPARKING45°45
°45°45°
2
9
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31+
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32+00
33+00 34+00 35+0036+0037+0038+0039+0040+0041+0042+0043+003"4"12"3"4"12"BBAABBBBBAAAAADDCAABCEFUTURE MAINTENANCEFACILITYWELL PROTECTION ZONE50' RADIUS25.0'63.0'30.0'6
3
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'44.0'63.0'25.0'19.0'5.0'5.0'6.0'6.0'8.0'8.0'8.0'8.0'9.0'9.0'19.0'9.0'19.0'19.
0
'9.0'9.0'1
9
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'9.0'EXISTING WELL SITEC10'x15' ConcretePicnic Table Pad10'x15' ConcretePicnic Table Pad10'x15' ConcretePicnic Table Pad10'x15' ConcretePicnic Table Pad10'x15' ConcretePicnic Table PadTHROUGH CURBSEE DETAIL C/C6.0BLEACHERSBLEACHERSBLEACHERSBLEACHERSC4"4"4"4"4"4"4"4"4"4"THROUGH CURBSEE DETAIL C/C6.0THROUGH CURBSEE DETAIL C/C6.0DUMPSTERSSEE DETAIL F/C6.0814
19 15121416918R30.0'R
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R5.0'R5.0'THROUGH CURBSEE DETAIL C/C6.0138 10'x15' ConcretePicnic Table Pad4"4"R5.0'R5.0
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'R5.0'8.0'45°45°45°45°R106.0'R41.0'R46.0'8.0'8.0'8.0'10.0'8.0'R2.5'R2.5'R2.5'8.0'10.0'6.0'R65.0'R75.0'32.0'30.0'76.0'5.0'6.0'10'x15' ConcretePicnic Table Pad4"4"INSTALL MUTCD SIGN#R7-8 12"x18"Supplemental Plate 18"x9"VANACCESSIBLERESERVEDPARKINGC14R5.0'R5.0'19.0'9.0'R30.0'R67.0'R104.0'R130.0'R35.0'30.0'30.0'THROUGH CURBSEE DETAIL C/C6.0THROUGH CURBSEE DETAIL C/C6.0THROUGH CURBSEE DETAIL C/C6.0FUTURE CURBFUTURE DRIVEWAYSEE SHEETS C5.8-C5.9FOR FIELD LAYOUTSEE SHEETS C5.8-C5.9FOR FIELD LAYOUT25.0'25.0'16.0'ONLY5
KKVALLEY GUTTERREF. SD-708 ISPWCR18.0'R1
8
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'R10.0'R10.0'R10.0'LL1917171717172319FUTUREBUILDING1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale40No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Paving And Striping PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTP1"=40'30013008C5.548_59EAGLE CITYCOMMUNITY PARK - PHASE 1PAVING & STRIPINGLEGENDEXISTING ASPHALTPROPOSED NEW ASPHALTSIDEWALK24" CURB & GUTTERADA RAMPROADWAY SECTIONASPHALT/CONCRETEROAD BASECONCRETECLASS 1 MONUMENTPHASE 1 BOUNDARY#NUMBER OF PARKING STALLS6" REVERSE PANVERTICAL SPILL CURB6" REVERSE PAN VERTICALSPILL CURB TRANSITIONPROJECT BOUNDARY3"4"12"GRAVELKEY MAPSCALE: 1" = 1000'MATCH C5.3STA 33+00MATCH C5.6STA 40+00PAVEMENT MARKINGS: 8" WHITE - CHANNELIZING / BIKE LANE4" YELLOW LINE4" WHITE LINE24" WHITE - 9' CROSSWALK, 4' SEPARATION (18)24" WHITE - STOP BAR, 4' SEPARATION FROM CROSSWALK12" WHITE - ROUNDABOUT ENTRY 2' LENGTH BY 3' GAPPAVEMENT MARKINGS - LEFT ARROW, STRAIGHT AND RIGHT ARROW, HANDICAP PARKING* ALL PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MUTCD SECTION 3.15161718201923FSD-701B3" MOUNTABLETRUCK APRON CURBDETAIL LISTPEDESTRIAN RAMP24" CURB & GUTTERW/ BASESIGN POSTINSTALLATIONCLASS A STANDARDMONUMENT DETAILABCDECALLOUTDESCRIPTIONISPWC StandardDrawing No.SD-709SD-701SD-1130SD-712GSD-2020BCONCRETE SIDEWALKQTY UNIT9,405SY10,975LF30 EACH166EACHEACHEACHEACH200 LFG3" REVERSE PANROLLED CURB260 LFSD-702RH8' VALLEY GUTTER5J12' VALLEY GUTTER3DC6.0BC6.0GRAVEL (4"/12")6,945SYASPHALT (3"/4"/12")25,635SYEACHKDRIVEWAY APPROACH2SD-710LFL6" REVERSE PANVERTICAL CURB280SD-701R
1110INSTALL MUTCD SIGN#R7-8 12"x18"Supplemental Plate 18"x9"VANACCESSIBLERESERVEDPARKING45°4
5
°36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+003"4"12"BBAAAADAABPHASE 1PHASE 2
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'9.0'C10'x15' ConcretePicnic Table Pad10'x15' ConcretePicnic Table PadBLEACHERSBLEACHERS4"4"4"4"THROUGH CURBSEE DETAIL C/C6.0DUMPSTERSSEE DETAIL F/C6.015121618R5.0'R
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'R5.0'THROUGH CURBSEE DETAIL C/C6.0134"12"R5.0'R5.0
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'R5.0'45°45°R106.0
'R41.0'R46.0'8.0'8.0'8.0'10.0'8.0'R2.5'R2.5'R2.5'8.0'10.0'30.0'10.0'10.0'46.0'46.0'10.0'6.0'21.0'80.0'40.0'R65.0'R75.0'10.0'32.0'30.0'7
6
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'6.0'10'x15' ConcretePicnic Table Pad4"4"141R5.0'R5
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0
'19.0'9.
0
'45°R30.0'R8.0'R33.0'R67.0'R=50.0R=50.044.0'30.0'21.0'R104.0'R96.0'9.0'R400.0'H30.0'30.0
'24.0'FUTUREPAVILIONFUTURERESTROOMSFUTUREPLAYGROUNDFUTURESIDEWALKTHROUGH CURBSEE DETAIL C/C6.0THROUGH CURBSEE DETAIL C/C6.0FUTURE CURBSEE SHEETS C5.8-C5.9FOR FIELD LAYOUT25.0'25.0'INSTALL MUTCD SIGN#R3-5L 24"x30"ONLYK4"12"H171723FUTUREBUILDING1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale40No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Paving And Striping PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTP1"=40'30013008C5.649_59EAGLE CITYCOMMUNITY PARK - PHASE 1PAVING & STRIPINGKEY MAPSCALE: 1" = 1000'MATCH C5.5
STA 40+00
MATCH C5.7STA 33+00
LEGENDEXISTING ASPHALTPROPOSED NEW ASPHALTSIDEWALK24" CURB & GUTTERADA RAMPROADWAY SECTIONASPHALT/CONCRETEROAD BASECONCRETECLASS 1 MONUMENTPHASE 1 BOUNDARY#NUMBER OF PARKING STALLS6" REVERSE PANVERTICAL SPILL CURB6" REVERSE PAN VERTICALSPILL CURB TRANSITIONPROJECT BOUNDARY3"4"12"GRAVELPAVEMENT MARKINGS: 8" WHITE - CHANNELIZING / BIKE LANE4" YELLOW LINE4" WHITE LINE24" WHITE - 9' CROSSWALK, 4' SEPARATION (18)24" WHITE - STOP BAR, 4' SEPARATION FROM CROSSWALK12" WHITE - ROUNDABOUT ENTRY 2' LENGTH BY 3' GAPPAVEMENT MARKINGS - LEFT ARROW, STRAIGHT AND RIGHT ARROW, HANDICAP PARKING* ALL PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MUTCD SECTION 3.15161718201923FSD-701B3" MOUNTABLETRUCK APRON CURBDETAIL LISTPEDESTRIAN RAMP24" CURB & GUTTERW/ BASESIGN POSTINSTALLATIONCLASS A STANDARDMONUMENT DETAILABCDECALLOUTDESCRIPTIONISPWC StandardDrawing No.SD-709SD-701SD-1130SD-712GSD-2020BCONCRETE SIDEWALKQTY UNIT9,405SY10,975LF30 EACH166EACHEACHEACHEACH200 LFG3" REVERSE PANROLLED CURB260 LFSD-702RH8' VALLEY GUTTER5J12' VALLEY GUTTER3DC6.0BC6.0GRAVEL (4"/12")6,945SYASPHALT (3"/4"/12")25,635SYEACHKDRIVEWAY APPROACH2SD-710LFL6" REVERSE PANVERTICAL CURB280SD-701R
R =50.0YIELD 4"12"4"12"45+0046+0047+0048+0049+0050+005
1
+
0
0
52+0053+0054+0055+0056+0057+0058+0059+00
DAPHASE 1
PHASE 2 EXISTING BUILDING24' Gravel Roadwith Ditch24' Gravel Roadwith DitchPHA
S
E
1
R64.5'4"12"30.0'10.0'46.0'46.0'21.0'80.0'1R=50.030.0'21.0'R96.0'R404.0
'R10.0'R100.0'R10.0'24.0'24.0'24.0'INSTALL MUTCD SIGN#W11-2 30"x30"#W16-9P 24"x12"CAHEADFUTUREPAVILIONFUTURERESTROOMSFUTUREPLAYGROUNDFUTURESIDEWALKFUTURESIDEWALKFUTURESIDEWALKTHROUGH CURBSEE DETAIL C/C6.0FUTURE CURBFUTURE CURBFUTURE CURBFUTURE CURBFUTURE CURBFUTURESIDEWALK4"12"HR1
0
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0
'1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale40No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Paving And Striping PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTP1"=40'30013008C5.750_59EAGLE CITYCOMMUNITY PARK - PHASE 1PAVING & STRIPINGKEY MAPSCALE: 1" = 1000'MATCH C5.6
STA 46+00MATCH C5.3LEGENDEXISTING ASPHALTPROPOSED NEW ASPHALTSIDEWALK24" CURB & GUTTERADA RAMPROADWAY SECTIONASPHALT/CONCRETEROAD BASECONCRETECLASS 1 MONUMENTPHASE 1 BOUNDARY#NUMBER OF PARKING STALLS6" REVERSE PANVERTICAL SPILL CURB6" REVERSE PAN VERTICALSPILL CURB TRANSITIONPROJECT BOUNDARY3"4"12"GRAVELPAVEMENT MARKINGS: 8" WHITE - CHANNELIZING / BIKE LANE4" YELLOW LINE4" WHITE LINE24" WHITE - 9' CROSSWALK, 4' SEPARATION (18)24" WHITE - STOP BAR, 4' SEPARATION FROM CROSSWALK12" WHITE - ROUNDABOUT ENTRY 2' LENGTH BY 3' GAPPAVEMENT MARKINGS - LEFT ARROW, STRAIGHT AND RIGHT ARROW, HANDICAP PARKING* ALL PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MUTCD SECTION 3.15161718201923FSD-701B3" MOUNTABLETRUCK APRON CURBDETAIL LISTPEDESTRIAN RAMP24" CURB & GUTTERW/ BASESIGN POSTINSTALLATIONCLASS A STANDARDMONUMENT DETAILABCDECALLOUTDESCRIPTIONISPWC StandardDrawing No.SD-709SD-701SD-1130SD-712GSD-2020BCONCRETE SIDEWALKQTYUNIT9,405SY10,975LF30 EACH166EACHEACHEACHEACH200 LFG3" REVERSE PANROLLED CURB260 LFSD-702RH8' VALLEY GUTTER5J12' VALLEY GUTTER3DC6.0BC6.0GRAVEL (4"/12")6,945SYASPHALT (3"/4"/12")25,635SYEACHKDRIVEWAY APPROACH2SD-710LFL6" REVERSE PANVERTICAL CURB280SD-701R
8' CONCRETE SIDEWALK8' CONCRETE SIDEWALKMOW CURBSEE DETAIL F/C6.2THICKENED EDGE CURBSEE DETAIL D/C6.14' WIDE GALVANIZED GATESEE DETAIL E/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.2THICKENED EDGE CURBSEE DETAIL D/C6.1THICKENED EDGE CURBSEE DETAIL D/C6.1MOW CURBSEE DETAIL F/C6.26' GALVANIZED SIDELINE FENCESEE DETAIL B/C6.26' GALVANIZED SIDELINE FENCESEE DETAIL B/C6.2FUTURECONCESSIONS BUILDING8' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.2GALVANIZED BACKSTOPSEE DETAIL B/C6.1DUG OUTSEE DETAIL A/C6.1DUG OUTSEE DETAIL A/C6.130'x10' BLEACHERS30'x10' BLEACHERS4' WIDE GALVANIZED GATESEE DETAIL E/C6.2THICKENED EDGE CURBSEE DETAIL D/C6.1MOW CURBSEE DETAIL F/C6.26' GALVANIZED SIDELINE FENCESEE DETAIL B/C6.2MOW CURBSEE DETAIL F/C6.26' GALVANIZED SIDELINE FENCESEE DETAIL B/C6.28' CONCRETE SIDEWALKMOW CURBSEE DETAIL F/C6.2THICKENED EDGE CURBSEE DETAIL D/C6.1THICKENED EDGE CURBSEE DETAIL D/C6.16' GALVANIZED SIDELINE FENCESEE DETAIL B/C6.26' GALVANIZED SIDELINE FENCESEE DETAIL B/C6.2THICKENED EDGE CURBSEE DETAIL D/C6.1MOW CURBSEE DETAIL F/C6.26' GALVANIZED SIDELINE FENCESEE DETAIL B/C6.26' GALVANIZED SIDELINE FENCESEE DETAIL B/C6.2MOW CURBSEE DETAIL F/C6.28' CONCRETE SIDEWALK4' WIDE GALVANIZED GATESEE DETAIL E/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.2DUG OUTSEE DETAIL A/C6.130'x10' BLEACHERS4' WIDE GALVANIZED GATESEE DETAIL E/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.2DUG OUTSEE DETAIL A/C6.130'x10' BLEACHERS8' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.24' WIDE GALVANIZED GATESEE DETAIL E/C6.24' WIDE GALVANIZED GATESEE DETAIL E/C6.2GALVANIZED BACKSTOPSEE DETAIL B/C6.1GALVANIZED BACKSTOPSEE DETAIL B/C6.1GALVANIZED BACKSTOPSEE DETAIL B/C6.14' WIDE GALVANIZED GATESEE DETAIL E/C6.24' WIDE GALVANIZED GATESEE DETAIL E/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.28' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.2FUTURE STORAGEAREAFUTURE STORAGEAREAFUTURE STORAGEAREAFUTURE STORAGEAREA1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale20No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSEagle City Park-Fields Site Plan Opt2.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOEJKH1"=20'30013008C5.851_59EAGLE CITYCOMMUNITY PARK FIELDS CENTER AREALEGEND6' GALVANIZED FENCEGALVANIZED BACKSTOPMOW CURBTHICKENED EDGE CURB8' GALVANIZED FENCE4"/4" CONCRETE WALKWAYSSKINNED INFIELD SURFACEGRASS FIELD SURFACEOFF FIELD GRASS SURFACEFIELD LIGHTING
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'80.00'255.00'265.00'54.00'59.14'75.00'80.00'80.00'158.23'8.00'268.00'30.00'30.00'6' GALVANIZED OUTFIELD FENCESEE DETAIL C/C6.2FOUL POLEG/C6.2FOUL POLESEE DETAIL G/C6.28' CONCRETE SIDEWALK8' CONCRETE SIDEWALKMOW CURBSEE DETAIL F/C6.2MOW CURBSEE DETAIL F/C6.2MOW CURBSEE DETAIL F/C6.2109.77'THICKENED EDGE CURBSEE DETAIL D/C6.14.00'4' WIDE GALVANIZED GATESEE DETAIL E/C6.24' WIDE GALVANIZED GATESEE DETAIL E/C6.210' WIDE MAINTENANCE GATEH/C6.210.00'3.00'3.00'8' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.240.00'35.00'35.00'40.00'8' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.24.00'THICKENED EDGE CURBSEE DETAIL D/C6.1THICKENED EDGE CURBSEE DETAIL D/C6.1MOW CURBSEE DETAIL F/C6.215.00'15.00'6' GALVANIZED OUTFIELD FENCESEE DETAIL B/C6.26' GALVANIZED OUTFIELD FENCESEE DETAIL B/C6.215.00'8.00'24.00'10.00'8.00'16.00'FUTURECONCESSIONS BUILDING30.00'10.00'24.00'10.00'16.00'8' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.212.00'12.00'GALVANIZED BACKSTOPSEE DETAIL B/C6.1DUG OUTSEE DETAIL A/C6.1DUG OUTSEE DETAIL A/C6.130'x10' BLEACHERS30'x10' BLEACHERS8.00'8' GALVANIZED SIDELINE FENCESEE DETAIL A/C6.225.00'DUG OUTDUG OUT
FIELD LIGHTINGSEE POWER PLAN25.00'5.00'5.00'35.81'30.00'15.00'30.00'10.00'FUTURESTORAGE49.20'SCOREBOARD1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale20No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSEagle City Park-Fields Site Plan Opt2.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOEJKH1"=20'30013008C5.952_59EAGLE CITYCOMMUNITY PARKTYPICAL BASEBALL FIELDLEGEND6' GALVANIZED FENCEGALVANIZED BACKSTOPMOW CURBTHICKENED EDGE CURB8' GALVANIZED FENCE4"/4" CONCRETE WALKWAYSSKINNED INFIELD SURFACEGRASS FIELD SURFACEOFF FIELD GRASS SURFACEFIELD LIGHTING
W11121013PHASE 2PHASE 1Picnic TablePicnic TablePicnic TablePicnic TablePicnic TablePicnic TablePicnic TablePicnic TablePicnic TablePicnic TableBleachers10' x 30'Bleachers10' x 30'Bleachers10' x 30'Bleachers10' x 30'FutureConcession Stand30' x 30'Batting CagesFuture Restrooms40' x 80'Future Pavilion40' x 40'1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale70No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Phase 1 Amenities.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTP1"=70'30013008C5.1053_59EAGLE CITYCOMMUNITY PARKAMENITIESAMENITY ITEMSTRASH CANS26PICNIC TABLES10BLEACHERS8FUTURE PAVILION1FUTURE CONCESSION STAND 1FUTURE RESTROOM 1BATTING CAGES1FIELD LIGHTING16
No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Details PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, &33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHONAMN/A30013008C6.054_59EAGLE CITYCOMMUNITY PARK - PHASE 1DETAILSDC6.0SCALE: NONE8' VALLEY GUTTER8' VALLEY SECTIONCLASS "A" CONCRETEPLANMINOR STREETCONTROL JOINTS AT QUARTERSEE REINFORCING DETAILPOINTS OF CROSS GUTTERP.C.P.C.EXPANSION JOINTSREINFORCING DETAILVALLEY GUTTER LIMITS(TYPICAL)8' 0"4'-0"1.5"NOTES:1. FOR USE ON RESIDENTIAL & COMMERCIAL STREETS.2. CROSS GUTTERS ARE USE AT INTERSECTION ONLYUNLESS OTHER WISE APPROVED.3. CROSS GUTTER SHALL CROSS THE MINOR STREET.4. ALL REINFORCING STEEL SHALL HAVE 2-INCHMINIMUM CLEAR COVER. SUPPORT CHARS, BLOCKSOR OTHER APPROVED EQUAL SHALL BE USED TORAISE STEEL OFF GROUND.5. REINFORCING TO EXTEND TO LIMITS OF CROSSGUTTER.6. ALL REINFORCING STEEL SHALL BE GRAD 60 ASTM A615.12"6"2"8"2 1/2"#4 BARS @ 8" O.C.VARIES4'8'CURB AND GUTTERWARP SURFACE TOMEET FLOW LINE ANDGUTTER GRADESCONTROL JOINTS12' VALLEY SECTION12' 0"6'-0"1.5"12"6"2"8"2 1/2"#4 BARS @ 8" O.C.FINISH GRADE10.0'Gate10.0'Gate8.0'21.0'8"6"NOTE: DUMPSTER AREA PAD IS8" THICK CONCRETE (MINIMUM)SOLID METAL GATE. PROVIDE STOP & LATCH TOSECURE GATES IN OPEN & CLOSED POSITIONS (TYP.) -SEE GATE DETAIL THIS SHEETC.M.U WALL WITH "SPLIT FACE"EXTERIOR (TYP). SEE DETAIL.6" SCHED. 40 STEEL BOLLARDFILLED WITH CONCRETE (4 TOTAL)PAINTED COLOR BY OWNER.DUMPSTER(BY OTHERS)DUMPSTER(BY OTHERS)Dumpster Enclosure Plan Detail10.0'Gate10.0'GateDumpster Enclosure Gate DetailNOTE:PROVIDE SHOP DRAWINGS OF GATE, HINGES & CANE BOLT MECHANISMTO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.GATE TO BE PAINTED, COLOR TO BE SPECIFIED BY OWNER.CAP BLOCK20 GAUGE CORRUGATEDMETAL PANEL, PAINTED2"x 4" TUBE STEEL FRAMEPERIMETER, PAINTEDHINGE, COMMERCIAL GRADEATTACHED TO 4"X4"X1/4"STEEL POLE, 3 PER GATEEQUALLY SPACED TO EVENLYDISTRIBUTE WEIGHT OF GATEC.M.U. BLOCKENCLOSURE WITHSPLIT FACE FRONT.COLOR BY OWNERCANE BOLTNOTE:1. USE A COLORED 8"X8"X16" C.M.U. "SPLIT FACE" BLOCK.2. BLOCK AND MORTAR COLOR TO BE SPECIFIED BY OWNER.3. SOLID GROUT ENTIRE WALL.6'-0"36"20"FINISH GRADE12"8"8"8"2"8"C.M.U. Dumpster Wall Section Detail95% COMPACTED SUBGRADE#4 BARS CONTINUOUSCONCRETE FOOTING8" THICK CONCRETE PAD8" C.M.U W/SPLIT FACE FRONT.BLOCK AND MORTAR COLOR TO BESPECIFIED BY OWNER#4 BARS EVERY OTHER CELL.FILL CELLS W/GROUT.HEIGHT OF WALL: 6' - 0"C.M.U CAP - SMOOTH FACE.COLOR - BY OWNERSLOPE TO FACE 1/4"18"10"3"4"6"BC6.0SCALE: NONE12' GUTTERAC6.0SCALE: NONE18" PLAYGROUND GUTTERFC6.0SCALE: NONEDUMPSTER DETAILEC6.0SCALE: NONEDIAMOND BLOCK WALLGC6.0SCALE: NONEJOINTING PLANFoam backer rodCompacted fillCrack forms atweakened section.Fill with Sikaflex joint filler.t/3 CutReinforcing bars(Traffic Barrier)Extrude 12" through joint,coated one side to prevent bondCONCRETE NOTES1 - A vertical joint must be placed to match any horizontal joint designed into slab.2 - Control Joints shall be placed at 20' apart max.FOOTINGSContractor shall properly dewater excavations of surface water, ground water, and/or seepage beforecontinuing with the affected proportion of the work.Footing and utility trenches within the building area shall be mechanically compacted during the back fillto achieve 95% of optimum density as determined by ASTM 1557.All abandoned footing and utilities that interfere with new construction shall be removed.FORM WORKAll form work shall conform to the lines and grades shown on the drawings and in accordance with localbuilding codes, ACI 301 and ACI 318.CONCRETE MIX AND PLACEMENTMinimum concrete 28 day compressive strength shall be 3000 PSI.Cement to conform with ASTM C150, TYPE II.No structure member shall be cut, notched, bored or otherwise weakened, except as allowed by theUNIFORM BUILDING CODE, unless otherwise shown on plans. When the mean daily temperature isexpected to drop below 40°F for three or more successive days, the concrete shall comply with the coldweather concreting standard (ACI 306). Place no concrete against frozen earth.Concrete mixing and placing operations shall conform with ACI 301, ACI 304, and ACI 318.Provide sleeves for conduit and pipe openings in concrete prior to placement of concrete. DO NOT movereinforcing bars without prior written approval of the Engineer.Shrinkage of concrete, when tested in accordance with ASTM C157, shall not exceed 000040 IN./IN.slump shall be 1" minimum, 4" maximum.Finish concrete in accordance with ACI 304: Broomed finish for exterior concrete, and hard trowel forinterior concrete.Construct control joints in 400 sq. ft. maximum intervals. Tool 1" deep joints or saw cut 1" deep jointswithin 12 hours of pour.Splices of reinforcement at points of maximum stress shall be avoided wherever possible. Minimumoverlap for lapped splices shall be 30 bar diameters unless otherwise noted. All construction joints shallbe located so as not to impair the strength of the structure. Unless noted on the drawings, allreinforcement shall be continuous through the joints. Each construction joint shall be keyed beforeconcrete is poured check with all trades to insure proper placement of all openings, sleeves, conduits,curbs, etc. relating to the work.Typical Unreinforced Expansion Joint12" FiberBoardCompacted fillFill with Sikaflex joint filler.Joint Sealant at all edgesTypical Unreinforced Control JointTypical Reinforced Construction Joint6"12.5"6"2.5'534"1.5'6"4"R312"R12"R14"R312"R12"R14"2"10.5"NOTES:1. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEERAND THE PUBLIC AGENCY HAVING JURISDICTION.2. BASE: 4-INCH COMPACTED DEPTH OF 3/4 - INCH MINUS CRUSHEDAGGREGATE BASE MATERIAL, PLACE AS SPECIFIED AND PAID UNDERSECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10' MAXIMUMSPACING (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING).4. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWCSPECIFICATIONS.5. BACK AS PER SECTION - 706.6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION INPUBLIC RIGHT-OF-WAY.7. STANDARD CURB TO BE USED ON:7.1. COLLECTOR AND ARTERIALS STREETS, UNLESS OTHERWISE INDICATED.7.2. ALL RADII PLUS 5' EACH END WITH 2' TRANSITION TO ROLL CURB.7.3. TO MATCH EXISTING CURBS.7.4. SEE SD - 709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDEDSIDEWALKCLASS "A" CONCRETECLASS 5 ROAD BASETHICKNESS ASREQUIRED (MIN 10")COMPACTED TO 95%CLASS 5 ROAD BASETHICKNESS ASREQUIRED (MIN 10")COMPACTED TO 95%CROSS-GUTTER LIMITSFL#4 @ 12" O.C.BOTH WAYS#4 BARS 48" O.C.EXPANSION JOINT#4 @ 10" O.C.LIP OF CURB#4 @ 48" O.C.END REBAR 2-1/2" CLEARBOTH SIDES OFEXPANSION JOINT#4 @ 10" O.C.PLAYGROUND AREA1.5' TO 6' RETAINING WALLAPPROX.
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SWALL BASE0.50'TYPICAL GRID LAYERS8'1.5'1.5'-6' TYP.TYPICAL GRID LAYERSGEOGRID:TENSAR BX12008'TYPICAL GRID LAYERS8'1.5'1.5'TYPICAL GRID LAYERS8'1.5'12" MIN.FREE-DRAININGAGGREGATEFINISH GRADEFINISH GRADETYPICAL GRID LAYERS8'2' MIN12"0.5' MIN12' MIN 1 1/8" SETBACKANCHOR DIAMONDBLOCK RETAINING WALLCOMPACTED STRUCTURALFILL TO EXCAVATED LIMITSCOMPACTED CLASS 5ROADBASE LEVELING PADNOTES:1. GEOGRID REQUIRED IN RETAINING WALL SYSTEMSWALLS OVER 4 FEET IN HEIGHT SHALL HAVE LAYERS APPROX. 1.5' APART2. RETAINING WALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ANCHOR DIAMOND WALL SYSTEMS.3. REFER TO MANUFACTURERS RECOMMENDATIONS FOR ALL DESIGN CRITERIA.CC6.0SCALE: NONETHROUGH CURB#4 BARS 48" O.C.5.0'CURB AND GUTTERCUT FOR DRIVEWAY ACCESS.SECTION B-B5.0' CONCRETE PAD6" THICK BASERAMP8" (MIN.)DUMPSTER SITECURB ANDGUTTERBB
No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSEagle City Park-Fields Site Plan Opt2.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOEJKHNTS30013008C6.155_59EAGLE CITYCOMMUNITY PARKBALL FIELD DETAILSSCALE: NONEC6.1ADUGOUT CONSTRUCTIONFRONT ELEVATIONSIDE ELEVATIONROOF PLAN VIEWFRONT ELEVATIONSIDE ELEVATIONROOF PLAN VIEWSCALE: NONEC6.1BBACKSTOP DETAILELEVATION AT CENTER BACKSTOP PANELDUGOUT AWNING CONSTRUCTIONDUGOUT AWNING CONSTRUCTIONSCALE: NONEC6.1CCONCRETE PAVING - FENCE POSTDUGOUT & BENCH PLAN VIEWDUGOUT & BENCH PLAN VIEW#4 REBAR CONTINUOUSCONTINUE JOINT LINE DOWNFACE OF THINKENED EDGEINFIELD MATERIALCOMPACTEDSUBGRADESCALE: NONEC6.1DTHICKENED EDGE CURBINFIELD MATERIAL6"12"4"12"6"12"4"12"COMPACTEDSUBGRADE#4 REBAR CONTINUOUSCONTINUE JOINT LINE DOWNFACE OF THINKENED EDGE4" BACKSTOP POST.SEE B/C6.1BACKSTOP FOOTING.SEE B/C6.1TYPICAL SECTIONSECTION AT BACKSTOP POST
No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSEagle City Park-Fields Site Plan Opt2.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOEJKHNTS30013008C6.256_59EAGLE CITYCOMMUNITY PARKBALL FIELD DETAILSSCALE: NONEC6.2ATYPICAL 8 FOOT FENCE DETAILSCALE: NONEC6.2BTYPICAL 6 FOOT SIDELINE FENCE SECTIONSCALE: NONEC6.2CTYPICAL 6 FOOT OUTFIELD FENCE PANELSCALE: NONEC6.2ETYPICAL 4 FT. FIELD-ACCESS GATESCALE: NONEC6.2FSECTION THROUGH PERIMETER FENCE WITH INTEGRATED CONCRETE MOW CURBSCALE: NONEC6.2G FAIR / FOUL POLE DETAILSCALE: NONEC6.2H10 FT. WIDE MAINTENANCE GATESCALE: NONEC6.2JFENCE EQUIPMENT & FITTINGSSCALE: NONEC6.2KFENCING NOTES AND SPECSINFIELD SKINNED SURFACE: SEE SPECIFICATIONS- 4" FINAL COMPACTION DEPTH- PLACE PRODUCT IN 2" LIFTS- SCARIFY THE SURFACE BETWEEN LIFTS TOFACILITATE BONDING OF THE NEXT LIFT ANDREPEAT UNTIL FINISH GRADE ELEVATION ISACHIEVED- ACHIEVE 85%-90% COMPACTION BSAED ON ASTANDARD PROCTOR TEXT (ASTM D 689-07)- SEE GRADING PLAN FOR FINAL SLOPE ANDDRAINAGE PATTERN14" SURFACE TOPDRESSING,SEE SPECIFICATIONS FOR TYPE.4" DEPTH COMPACTEDINFIELD MIXTURE,SEE SPECIFICATIONS.4"COMPACTED SUB-BASE- 90% COMPACTION OR GREATER, IF THATCOMPACTION CANNOT BE ACHIEVED, THENA SELECT GRANULAR FILL MUST BEIMPORTED AND PLACED THAT WILL FULFILLCOMPACTION REQUIREMENT.- THE COMPACTED SUBGRADE SHOULDMIRROR FINISH GRADE TO ENSURE THAT ANEVEN DEPTH OF MATERIAL HAS BEENPLACEDSCALE: NONEC6.2ISKINNED INFIELD SURFACE
No.DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Details PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, &33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHONAMN/A30013008C6.357_59EAGLE CITYCOMMUNITY PARK - PHASE 1DETAILS4" CONCRETE
4" GRAVEL BASE10"EMBEDMENT FROMSIDEWALK SURFACERETURN TOSIDEWALKSIDEWALK & BASEMAX SLOPE 2%SEE NOTE 216"6"6"BOTTOM OF STAIRELEVATION, SEE GRADING12" WIDE CONCRETECHEEK WALL TO BE INSTALLEDON BOTH SIDES OF STAIRS.SEE DETAIL#4 AT 12" O.C. EACH WAY CENTEREDIN SLAB. EPOXY COATED.BC6.3HANDRAILSEE DETAILCC6.3MAX SLOPE 2%SEE NOTE 24" COMPACTED AGGREGATEBASE MATERIAL12"SEE NOTE 312" TYP. TREAD LENGTH.SEE NOTE 312"16"NOTES:1. THE SET OF STAIRS SHOWN IN SECTION VIEW IN THIS DETAIL IS A TYPICALSTAIR. EACH SET OF STAIRS SHOW ABOVE SHOULD BE BUILT TO TO THE LENGTHSAND WIDTHS SPECIFIED IN THEIR RESPECTIVE VIEWS.2. THE SLOPE OF EACH LANDING (TOP AND BOTTOM) MUST NOT EXCEED 2% INANY DIRECTION.3. THE TREAD OF EACH STEP SHALL BE 12" BUT THE HEIGHT OF EACH STEP MAYVARY SLIGHTLY TO ACCOMMODATE THE SLOPE REQUIRED ON EACH LANDING ASOUTLINED IN NOTE 2. HOWEVER, THE STEP HEIGHT MUST REMAIN BETWEEN 4"AND 7 3/4". ADDITIONALLY, THE STEP HEIGHT MUST REMAIN CONSISTENTTHROUGHOUT A SET OF STAIRS.4. CHAMFER ALL CHEEK WALL EDGES.ASCALE: NONESTAIR DETAILC6.36"6"12" WIDE ARCHITECTURALCONCRETE CHEEK WALL.ALL EXPOSED EDGESHAVE 3/4" CHAMFER.HANDRAIL.SEE DETAILHANDRAIL.SEE DETAIL16"16"CONCRETE STAIRSEE DETAILCONCRETE CHEEK WALLSEE DETAILSPACE POSTS EVENLYMAX SPAN 5'MIN 3"36" TYP.HANDRAIL HEIGHTGRIND & SANDALL CORNERSPOST, TOP, 4 END RAILS 2" MIN. O.D.STANDARD STEEL PIPE DOUBLECOATED WITH APPROVED COLOR12"CONCRETE STAIRSEE DETAILGRIND & SANDALL CORNERSMIN 10"CC6.3SCALE: NONEHANDRAIL DETAILBC6.3SCALE: NONECHEEK WALL DETAILAC6.3CC6.3AC6.3CC6.3BC6.3TOP OF STAIR ELEVATIONSEE GRADING1.0'FOR WELDED CONNECTIONSUSE 1/8" THICK MIN,WELD ALL AROUND TYP.1.0'INTERIOR RAILS 1 5/8"MIN. O.D.STANDARD STEEL PIPEDOUBLE COATED WITHAPPROVED COLOR2.00' MIN3" MIN3" MIN12" MINPOST FOUNDATION DETAILPOST FOUNDATIONSEE DETAIL
2.00%2614.922614.922610.162610.162614.822614.822610.062610.062605.392605.392605.292605.295.0'8.0'5.0'8.0'5.0'TOP OF STAIRBOTTOM OF STAIRSTAIRSCONSTANTGRADECONSTANTGRADESTAIRSCONSTANTGRADEBOTTOM OF STAIRTOP OF STAIR2.00%2.00%8.0'
2.00%
2.00%5.0'8.0'5.0'5.0'8.0'5.0'TOP OF STAIRBOTTOM OF STAIR2609.372609.372609.272609.272605.272605.272605.172605.178.0'1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale5No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSPhase 1 - Stair Details.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, & 33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHOKTPN/A30013008C6.458_59EAGLE CITYCOMMUNITY PARKSTAIR DETAILSTAIR DETAIL NO. 1: 16 STEPSTOTAL LENGTH: 31.00'HEIGHT: 9.4'TOP OF TOP STEP ELEVATION: 2614.82'BOTTOM OF BOTTOM STEP ELEVATION: 2605.39'CHEEK WALLAND HANDRAILSEE DETAILPROPOSED SIDEWALK12" STEPSSEE DETAILAC6.3B&CC6.3CHEEK WALLAND HANDRAILSEE DETAILA&BC6.3STAIR DETAIL NO. 1: 8 STEPSTOTAL LENGTH: 18.00'HEIGHT: 4.0'TOP OF TOP STEP ELEVATION: 2609.27'BOTTOM OF BOTTOM STEP ELEVATION: 2605.27'1 inch = ft.( IN FEET )GRAPHIC SCALEIf Printed 11x17 use Half Scale5
WIRR8''IRR8''W8''W8''W8''W8''12" MIN.4.00'MIN.3.0'MIN.3.0' MIN1. WATTS Reduced Pressure Zone AssemblyBackflow Preventer: 4", Flanged. Cast Iron.(Model No. LF909-Large)2. 4" 90° Bend FLxFL3. 4" Spool - 4'-4"4. 4" 90° Bend FLxMJ5. 4" PVC6. 4" Gate Valve FLxMJ7. Valve Can8. 4" McCrometer Ultra Mag Flow Meter9. Manhole (Type "A" per SD-501)See Detail C/C6.5PROFILE VIEW1PLAN VIEWWWWIV
IVWV3.0'3.0'12" MIN.10.0'4.0'2345532410'x4' Concrete Pad4" Concrete4" BasePAY LIMITSWattsBoxInsulated AluminumEnclosure WB-N464" PVC DR-18C-900LEN: 7.0'SEE PLANSFOR MAINLINE DETAILSSEE PLANSFOR MAINLINE DETAILS10'x4' Concrete Pad4" Concrete4" BasePAY LIMITS8"X4" TEE64" PVC DR-18C-900LEN: 9.0'448"X4" TEE89WV PLAN VIEWFLOWFLOW6.00'7.00'6.50'12" THICK DIAMONDSTEEL PLATEOVER CHANNEL2.00'CURB AND GUTTER2%2%SIDEWALKAASECTION A-A10" CHANNEL1" EDGE12" THICK DIAMOND STEEL PLATE4" CONCRETE4" BASE2.5"12"5"6" HDPE PIPESEE PLANS1.50'1.50'6" HDPE PIPESEE PLANSCURB WALLISOMETRIC VIEW18"x18" PAD2.5" THICK10"18"x18" PAD2.5" THICKCURB WALLCURB WALLSEE CIVIL PLANSSHEET C2.812" THICK DIAMOND STEEL PLATE4.5"CURB WALLSEE CIVIL PLANSSHEET C2.812" THICK DIAMOND STEEL PLATE12" THICK DIAMOND STEEL PLATE12"WVPLAN VIEWPROFILE VIEW11102367895141011413Ground4'-0" Dia.6"9"6"#4 Bar @ 6" O.C.1. Cast Iron Ring and Cover Marked "Water" PerSD-507.2. Standard Manhole Slab3. Manhole Type "A" SD-5014. Water Pipe5. Volume of Rock to be 15 Cubic Feet Minimum.6. Concrete Footing7. Compacted Type 1 Bedding8. Drain Rock Absorption Sump with GeotextileFabric9. 2" Minus Washed Drain Rock10. 4" McCrometer Ultra Mag Flow Meter11. 4" Gate Valve FLxMJ4.0' MIN.No. DateDescriptionbyDate:Alliance ConsultingA Planning and Engineering FirmUTAH2303 N CORAL CANYON BLVDSUITE 201,WASHINGTON, UT 84780435-673-8060NORTH DAKOTA621 26th STREET W.WILLISTON, ND 58801701-572-8100Client No.Project No.Scale:Drawn By:Drawing SheetSheetofSheetsFile NameREVISIONSSV Park Details PHASE 1.dwgFOR8-18-2023EAGLE CITYLOCATED IN SEC 27, 28, &33TOWNSHIP 5 NORTH, RANGE 1 WEST, BOISE MERIDIANEAGLE CITY, ADA COUNTY, IDAHONAMN/A30013008C6.559_59EAGLE CITYCOMMUNITY PARK - PHASE 1DETAILSBC6.5SCALE: NONEWATER/IRRIGATION CONNECTIONAC6.5SCALE: NONESIDEWALK OPENING WITH STEEL PLATECC6.5SCALE: NONEMANHOLE WITH METER DETAIL
EXHIBIT E
Engineers Estimate for Eagle Regional Sports Park Phase 1 (Roadway Only)
(See Attached)
ITEM # DESCRIPTION Quantity Units Unit Price EXTENDED PRICE
General
1 General Conditions/ Mobilization 1 LS $134,114.59 $134,114.59
2 Traffic Control/ Contractor Coordination 1 LS $3,299.97 $3,299.97
3 Construction Water 1 LS $7,019.85 $7,019.85
4 Clear & Grub/Dust Control 1 LS $1.40 $1.40
5 Earthwork & Subgrade Prep/ Includes Backfill and
Clean Up 1 LS $99,849.20 $99,849.20
SUBTOTAL $244,285.01
SWPPP Items
6 SWPPP & BMP Coordination 1 LS $8,440.00 $8,440.00
7 Stabilized Construction Entrance 2 EACH $2,500.00 $5,000.00
8 Slope Stablization/Topsoil Placement (6" Thick) 3,000 SY $17.24 $51,720.00
9 Inlet Catch Basin - Type 1 1 EACH $1,400.00 $1,400.00
10 Outlet Box with Sidewalk Opening and Steel Plate 1 LS $3,000.00 $3,000.00
11 Storm Sewer Pipe - Size 4" - Socked Perforated HDPE
w/ Cru Rock 3,000 LF $16.06 $48,180.00
12 Storm Sewer Pipe - Size 6" - HDPE Flex Pipe 2,220 LF $18.81 $41,758.20
SUBTOTAL $159,498.20
Paving
13 Superpave HMA Pav Incl ASPH&ADD CL SP-3(PG 64-
28)(3" Thick)25,835 SY $16.20 $418,527.00
14 Crushed Aggregate for Base - Type - 4" Road Base 25,835 SY $9.15 $236,390.25
15 Aggregate for Base - Type - 12" Subbase 32,785 SY $11.70 $383,584.50
16 Crushed Aggregate Compacted to 95% (Gravel Roads)
(4" Thick)6,950 SY $7.47 $51,916.50
17 Concrete Sidewalk - Type 4" Concrete 3,070 SY $68.95 $211,676.50
18 Crushed Aggregate for Base - Type - 4" Base (Sidewalk) 3,070 SY $7.30 $22,411.00
19 Concrete Curb & Gutter - Type - 6" Vertical Curb SD-
701 ACHD Supplement with Base & Subbase 12,000 LF $21.80 $261,600.00
20 Concrete Curb & Gutter - Type - 6" Reverse Pan
Vertical Curb SD-701R ACHD Supplement with Base & 280 LF $25.54 $7,151.20
Nampa Paving & Asphalt
PROJECT: Eagle City Sport Park
PREPARED BY: ALLIANCE CONSULTING
PROJECT NO.: 3008
LOCATION: Eagle City, Idaho
DATE: August 05, 2025
Spring Valley -
Eagle City Sport Complex
Phase 1 (Roadway Only)
Page 1 of 2
ITEM # DESCRIPTION Quantity Units Unit Price EXTENDED PRICE
21 Concrete Median Curb - Type - 6" Vertical Curb (No
Gutter) SD-701A ISPWC with Base & Subbase 110 LF $27.50 $3,025.00
22 Concrete Roundabout Curb - Type - 3" Mountable
Truck Apron Curb (No Gutter) SD-701B ISPWC with 200 LF $27.50 $5,500.00
23 Concrete Roundabout Curb - Type - 3" Reverse Rolled
Curb & Gutter SD-702R ACHD with Base & Subbase 260 LF $27.50 $7,150.00
24 Concrete Roundabout - Type- 6" Concerete Apron
with Base & Subbase.255 SY $70.05 $17,862.75
25 Painted Pavement Markings 1 LS $7,500.00 $7,500.00
26 Permanent Signing 30 EACH $330.00 $9,900.00
27 Precast Concrete Monument (Class 1) 6 EACH $550.00 $3,300.00
28 MUP Pedestrain Ramps with Single 24" by 48"
Detectible Warning Strip SD-712G 18 EACH $4,800.00 $86,400.00
29 Concrete Valley Gutter - Type - 12" Concrete 155 SY $162.00 $25,110.00
30 Concrete Valley Gutter - Type - 8" Concrete 345 SY $126.00 $43,470.00
SUBTOTAL $1,802,474.70
Total (Prior to Contribution) $2,206,257.91
Construction Engineering 7.5% $165,469.34
Grand Total $2,371,727.25
ITEM # DESCRIPTION Quantity Units Unit Price EXTENDED PRICE
31 10% General/Grading/SWPPP 1 LS $13,411.46 $13,411.46
32 Superpave HMA Pav Incl ASPH&ADD CL SP-3 (PG 64-
28) (3" Thick) 4480' LF x 36' Wide)17,920 SY $16.20 $290,304.00
33 Crushed Aggregate for Base - Type - 4" Road Base 17,920 SY $9.15 $163,968.00
34 Crushed Aggregate for Base - Type - 4" Road Base
(Secondary Access)3,570 SY $9.15 $32,665.50
35 Aggregate for Base - Type - 12" Subbase 21,490 SY $11.70 $251,433.00
SUBTOTAL (Clyde Capital Group Contribution) $751,781.96
Construction Engineering 7.5% $56,383.65
Clyde Capital Group Contribution + Engineering $808,165.61
City of Eagle Contribution $1,454,475.95
Construction Engineering 7.5% $109,085.70
City of Eagle Contribution+ Engineering $1,563,561.65
COMBINED GRAND TOTAL $2,371,727.25
Clyde Capital Group Contibution
Page 2 of 2