The URL can be used to link to this page

Application Materials Charlene Way From:clerk@meridiancity.org Sent:Thursday, April 22, 2021 3:31 PM To:Charlene Way Subject:Development Application Transmittals - Wadsworth Meridian FP-2021-0030 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Wadsworth Meridian FP-2021-0030 th Hearing Date: May 11, 2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: May 11, 2021 PLANNER: Joseph Dodson File No.: FP-2021-0030 Project Name: Wadsworth Meridian Request: Final Plat consisting of five(5)commercial building lots in the C-G zoning district for ownership purposes,by Wadsworth Development. Location: The site is located at 3185 E.Ustick Road,at the southwest corner of S.Eagle Road and E. Ustick Road,in the NE '/4 of the NE '/4 of Section 5,Township 3N.,Range IE. ETT Planning Division IDIA `� �' HEARING APPLICATION D A�i t3 Type of Review Requested Final Plat File number: FP-2021-0030 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicantname: KRISTEN MCNEILL, THE LAND GROUP, INC. Phone: Applicant address: 462 E SHORE DR SUITE 100, EAGLE, ID 83616 Email: kmcneill@thelandgroupinc.com Ownername: TIM LOCHER, WADSWORTH DEVELOPMENT GROUP, LLC Phone: 2088772211 Fax: 166 E. 14000 S. SUITE 210, DRAPER, UT tim@wadsdev.com Owner address: 84020 Email: Agent name(e.g.architect,engineer,developer,representative): KRISTEN MCNEILL Finnname: THE LAND GROUP, INC. Phone: Fax: Address: 462 E SHORE DR SUITE 100 Email: kmcneill@thelandgroupinc.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 3185 E USTICK RD Assessor's parcel number(s): S1105110030 Township,range,section: 3N 1 E5 Project Description Project/ApplicationName: Wadsworth Meridian Description of Work: Final plat consisting of 5 commercial building lots in the C-G zoning district. 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2019-0395 TYPE OF USE PROPOSED Commercial: CHECKED PROPERTY INFORMATION General Location: SWC Ustick& Eagle Current Land Use: vacant Total Acreage: 3.292 Prior Approvals(File Numbers): H-2020-0104; MDA(H-2019-0082); A-2019-0376 ZONING DISTRICT(S) C-G: CHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 12/3/2020 Landscape Plan Date(MM/DD/YYYY): 1/22/2021 Elevations Date(MMIDD/YYYY): n/a Percentage of Site Devoted to Building: n/a Percentage of Site Devoted to Landscaping: 12.97% Percentage of Site Devoted to Paving: 32.44% Who will own and Maintain the Pressurized Irrigation System in this Development: Wadsworth Development Irrigation District: NMI D Primary Irrigation Source: City of Meridian Secondary Irrigation Source: City of Meridian Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 18603.42 SF Minimum Square Footage of Ground Floor Area for Multi-Story Units: n/a Proposed Building Height: n/a Existing Floor Area(If Applicable): n/a Gross Floor Area Proposed: n/a Hours of Operation(Days and Hours): n/a Number of Standard Parking Spaces Provided: 88 Number of Compact Parking Spaces Provided: 0 Number of Residential Units: 0 Minimum Square Footage of Living Area(Excluding Garage): n/a Gross Density: n/a Net Density: n/a In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 5 Number of Common Lots: 0 Total Number of Lots: 5 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Minimum Lot Size: .39 acres +/- Average Lot Size: .656 acres +/- Area of Plat: 3.29 acres +/- Plat Date(MM/DD/YYYY): 4/14/2021 QUALIFYING OPEN SPACE Acres of Qualified Open Space: n/a Percentage of Qualified Open Space: n/a QUALIFYING SITE AMENITIES Other Qualified Site Amenities: n/a APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Kristen McNeill MISC Is new record: NO 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 TH E LAND GROUP April 7, 2021 City of Meridian Attn: Bill Parsons 33 E Broadway Ave. Suite 102 Meridian, ID 83642 RE: Wadsworth Meridian - Final Plat Application PN 119025 Dear Bill: We are pleased to submit the enclosed final plat application for the Wadsworth Meridian.The Project site is generally located at the southwest corner of E. Ustick Rd and N. Eagle Rd. in Meridian, Idaho.The Land Group, Inc. is pleased to represent the applicant/developer, Wadsworth Meridian LLC for this application. The proposed development is in conformance with all requirements and provisions of the UDC and with acceptable engineering, architectural and surveying practices and local standards. As approved,the Wadsworth Meridian Subdivision includes 32292-acres with 5 total lots, comprising 5 commercial lots. The final plat, as submitted, is in conformance with and meets all requirements or conditions of the preliminary plat as approved January 5, 2021 (PP-H-2020-0104).The Preliminary Plat Conditions of Approval and their status are listed below: CONDITIONS OF APPROVAL: Vill. CITY/AGENCY COMMENTS&CONDITIONS A. PLANNING DIVISION 1. With the final plat submittal,the preliminary plat included in Section VILA, dated September 28, 2020, shall be revised as follows: a. Add a plat note prohibiting direct lot access to E. Ustick Road and N. Eagle Road. Done. See Note 8 b. Add a plat note noting the existing cross-access agreement with the adjacent commercial properties (Parcel numbers S1105110110 &S1105110120)to include the recorded instrument number(Inst.#106169335). Done. See Note 13 c. Revise plat note#11 to include the record instrument number for the Covenants, Conditions, and Restrictions (Inst.#2020-075457). Done. See Note 7 d. Remove the name of the shared driveway shown on the plat as N. Cajun Lane—this is not a named street in this location. Done. e. Graphically depict the required landscape buffers along E. Ustick Road and N. Eagle Road on the plat per UDC 11-313-7C.2. Done. 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com Page 2 of 5 2.The landscape plan included in Section VII.C, dated October 9, 2020, is approved as submitted. Understood 3.The Applicant and/or assigns has the ongoing obligation to comply with all current City of Meridian ordinances and previous conditions of approval associated with this site: H-2019-0082;DA Inst. #2019-121599; A-2019-0376; and A-2020-0163. Understood 4.The Applicant shall construct the multi-use pathway along N. Eagle Road with decorative street lamps in accord with UDC 11-31-14C. Understood 5. Future development shall be consistent with the minimum dimensional standards listed in UDC Table 11-213-3 for the C-G zoning district. Understood 6. Off-street parking is required to be provided in accord with the standards listed in UDC 11-3C-6C for nonresidential uses. Understood 7.The Applicant shall comply with all ACHD conditions of approval. Understood 8. Provide a pressurized irrigation system consistent with the standards as set forth in UDC 11-3A-15, UDC 11-313-6 and MCC 9-1-28. Understood 9. Upon completion of the landscape installation, a written Certificate of Completion shall be submitted to the Planning Division verifying all landscape improvements are in substantial compliance with the approved landscape plan as set forth in UDC 11-313-14. Understood 10.The Applicant is required to obtain Certificate of Zoning Compliance (CZC) and Administrative Design Review (DES) approval for each new commercial building site. Understood 11.The preliminary plat approval shall become null and void if the applicant fails to either 1) obtain the City Engineer signature on a final plat within two years of preliminary plat approval by City Council (date unknown at this time); or 2) obtain approval of a time extension as set forth in UDC 11-613-7. Understood 12. Prior to submittal of a final plat for City Engineer signature,the applicant shall submit public access easements for the multi-use pathway along N. Eagle Road. Submit easements to the Planning Division for Council approval and subsequent recordation.The easements shall be a minimum of 14' wide (10' pathway+2' shoulder each side). Use standard City template for public access easement. Easement checklist must accompany all easement submittals. Coordinate with Kim Warren from the City of Meridian Parks Department Understood. In Progress B. PUBLIC WORKS 1.Site Specific Conditions of Approval 1.1 A street light plan will need to be included in the final plat application. Street light plan requirements are listed in section 6-7 of the City's Design Standards. Understood. Included in Application 1.2 The geotechnical investigative report prepared by Material Testing& Inspection dated July 25, 2019 indicates some very specific construction considerations. The applicant shall be responsible for the adherence of these recommendations to help ensure structural integrity. Understood 2.General Conditions of Approval r, THE LAND 462 East Shore Drive, Suite 140, Eagle, Idaho 83616 . 208.939.4041 - thelandgroupinc.com LE GROUP Page 3 of 5 2.1 Applicant shall coordinate water and sewer main size and routing with the Public Works Department, and execute standard forms of easements for any mains that are required to provide service outside of a public right-of-way. Minimum cover over sewer mains is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. Understood 2.2 Per Meridian City Code (MCC),the applicant shall be responsible to install sewer and water mains to and through this development. Applicant may be eligible for a reimbursement agreement for infrastructure enhancement per MCC 8-6-5. Understood 2.3 The applicant shall provide easement(s)for all public water/sewer mains outside of public right of way(include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility, or 30-feet wide for two. The easements shall not be dedicated via the plat, but rather dedicated outside the plat process using the City of Meridian's standard forms.The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement(on the form available from Public Works), a legal description prepared by an Idaho Licensed Professional Land Surveyor, which must include the area of the easement (marked EXHIBIT A) and an 81/2" x 11" map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted, reviewed, and approved prior to development plan approval. Understood. In Progress 2.4 The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 12-13-8.3). The applicant should be required to use any existing surface or well water for the primary source. If a surface or well source is not available, a single-point connection to the culinary water system shall be required. If a single-point connection is utilized, the developer will be responsible for the payment of assessments for the common areas prior to prior to receiving development plan approval. Understood. 2.5 All existing structures that are required to be removed shall be prior to signature on the final plat by the City Engineer. Any structures that are allowed to remain shall be subject to evaluation and possible reassignment of street addressing to be in compliance with MCC. Understood. There are no existing structures remaining. 2.6 All irrigation ditches, canals, laterals, or drains, exclusive of natural waterways, intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42-1207 and any other applicable law or regulation. Understood 2.7 Any existing domestic well system within this project shall be removed from domestic service per City Ordinance Section 9-1-4 and 9 4 8 contact the City of Meridian Engineering Department at (208)898-5500 for inspections of disconnection of services.Wells may be used for non-domestic purposes such as landscape irrigation if approved by Idaho Department of Water Resources Contact Robert B. Whitney at(208)334-2190. Understood. 2.8 Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact Central District Health for abandonment procedures and inspections(208)375-5211. Understood t?AM. THE 5Q LAND 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 . 208.939.4041 thelandgroupine.com =r GROUP Page 4 of 5 2.9 Street signs are to be in place, sanitary sewer and water system shall be approved and activated, road base approved by the Ada County Highway District and the Final Plat for this subdivision shall be recorded, prior to applying for building permits. Understood 2.10 A letter of credit or cash surety in the amount of 110%will be required for all uncompleted fencing, landscaping, amenities, etc., prior to signature on the final plat. Understood 2.11 All improvements related to public life, safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer, an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. Understood 2.12 Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process, prior to the issuance of a plan approval letter. Understood 2.13 It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. Understood 2.14 Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. Understood 2.15 Developer shall coordinate mailbox locations with the Meridian Post Office. Understood 2.16 All grading of the site shall be performed in conformance with MCC 11-12-31-1. Understood 2.17 Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill, where footing would sit atop fill material. Understood 2.18 The design engineer shall be required to certify that the street centerline elevations are set a minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. Not applicable 2.19 The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACHD. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans.This certification will be required before a certificate of occupancy is issued for any structures within the project. Understood 2.20 At the completion of the project,the applicant shall be responsible to submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the project. Understood 2.21 A street light plan will need to be included in the civil construction plans. Street light plan requirements are listed in section 6-5 of the Improvement Standards for Street Lighting.A copy of the standards can be found at http://www.meridiancity.org/public works.aspx?id=272. Understood 2.22 The City of Meridian requires that the owner post to the City a performance surety in the amount of 125%of the total construction cost for all incomplete sewer, water and reuse infrastructure prior to final plat signature.This surety will be verified by a line item cost estimate t?AM. THE 5Q LAND 462 East Shore Drive, Suite 140, Eagle, Idaho 83616 . 208.939.4041 - thelandgroupinc.com =r GROUP Page 5 of 5 provided by the owner to the City.The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. Understood 2.23 The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20%of the total construction cost for all completed sewer,water and reuse infrastructure for duration of two years.This surety will be verified by a line item cost estimate provided by the owner to the City.The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. Understood As you complete your review, please don't hesitate to let me know if we can provide any additional information to clarify the project's vision. I can be reached via email to kmcneill@thelandgroupinc.com or at 208.939.4041. Sincerely, Kristen McNeill Planning Project Coordinator The Land Group, Inc. Enclosures- Final Plat Application and with specified supporting attachments t?AM. THE 5Q LAND 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 . 208.939.4041 thelandgroupinc.com =r GROUP VElIDI�t4,- Planning Division FINAL PLAT Checklist ALL APPLICATIONS MUST BE SUBMITTED ELECTRONICALLY THROUGH CITIZEN ACCESS PORTAL UPLOAD ALL DOCUMENTS AND DRAWINGS PER THE REQUIRED CHECKLIST, AS A SINGLE ZIP FILE WITH INDIVIDUAL PDFs EACH CHECKLIST ITEM MUST BE NAMED ACCORDING TO THE NAMING CONVENTION LISTED BELOW APPLICATIONS NOT CONTAINING ALL REQUIRED CHECKLIST ITEMS WILL BE DEEMED INCOMPLETE.INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED Description Document Naming Convention Narrative fully describing the project: Narrative Include the following additional information in the project narrative: ➢ A statement of conformance with the approved preliminary plat and meeting all requirements or conditions thereof. If not in conformance, describe the proposed changes and why they are needed* ➢ A statement of conformance with all requirements and provisions of the UDC ➢ A statement of conformance with acceptable engineering, architectural and surveying practices and local standards ➢ Note the approved annexation/rezone ordinance number and development agreement recorded instrument number(if applicable) Recorded warranty deed for the subject property Warranty Deed Affidavit of Legal Interest signed and notarized by the property owner(if owner is a Affidavit of Legal Interest corporation,submit a copy of the Articles of Incorporation or other evidence to show that the person signing is an authorized agent) Scaled vicinity map showing the location of the subject property(If this is a phased Vicinity Map development,show this phase in relation to previously approved phases) Additional Requirements for Final Plat Applications: Description Copy of the approved preliminary plat(8 1/2"x 11") Pre-plat Copy of the"final"Ada County Street Name Review Street Name Approval Submit a common drive exhibit that depicts setbacks,fencing,building envelope,and Common Drive Exhibit orientation of the lots and structures. Submit an emergency access exhibit if the final plat exceeds 30 lots.NOTE:If the Emergency Access Exhibit emergency/secondary access is outside of public right-of-way and the plat boundary,a separate easement application is required to be submitted concurrently with the final plat application. Detail of any proposed amenities tot lot play equipment,etc. Amenity Detail(s) Storm drainage calculations must be submitted for private drives and parking areas Storm Drainage Calcs within subdivisions. Applicant's engineer is required to submit a signed, stamped statement certifying that Engineer Statement all street finish centerline elevations are set a minimum of three feet above the highest established normal groundwater elevation. Submit cross section (civil plan drawing) of private street to the Planning Division (if Private Street Cross Section applicable). Final Plat-The following items must be included on the final plat: Final Plat • Approved plat name • Year of platting • Section location and county(situate statement) Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 www.meridiancity.org(plannins (Rev:0611812020) • North arrow • Scale of plat not smaller than 1"=100' • Streets and alleys with widths and bearings • Street names • Consecutive numbering of all lots in each block,and each block numbered • Each and all lengths of the boundaries of each lot including curve and/or line table • Exterior boundaries shown by distance and bearing (heavier lines than streets and lots)including curve and/or line table • Description of survey monuments • Initial point and tie to at least two public land survey corners or,in lieu thereof, to two monuments recognized by the City Engineer or County Engineer or surveyor • Common area lots and/or landscape easements • Existing and proposed easements(show graphically on the plat) • Pertinent notes for easements,restrictions,dedications,etc. • Basis of bearings • Land Surveyor signed seal • Land Surveyor business name and address • Legend of symbols • Adjacent platted subdivision names Signature sheets of the final plat Signature Sheet(s) Landscape Plan-The following items must be included on the landscape plan: Landscape Plan • Date,scale,north arrow,and project name • Names,addresses,and telephone numbers of the developer and the person and/or firm preparing the plan • Stamp/signature of a landscape architect,landscape designer,or qualified nurseryman preparing the plan • Existing natural features such as canals,creeks,drains,ponds,wetlands, flood plains,high groundwater areas,and rock outcroppings • Location,size,and species of all existing trees on site with trunks 4 inches or greater in diameter,measured 6 inches above the ground. Indicate whether the tree will be retained or removed • A statement of how existing healthy trees proposed to be retained will be protected from damage during construction • Existing buildings,structures,planting areas,light poles,power poles,walls, fences,berms,parking and loading areas,vehicular drives,trash areas, sidewalks,pathways,stormwater detention areas,signs,street furniture,and other man-made elements • Existing and proposed contours for all areas steeper than 20%slope. Berms shall be shown with one-foot contours • Site Triangles as defined in 11-3A-3 of this ordinance • Location and labels for all proposed plants,including trees,shrubs,and groundcovers. Scale shown for plant materials shall reflect approximate mature size • A plant list that shows the plant symbol,quantity,botanical name,common name,minimum planting size and container,tree class(I,II,or III). • Planting and installation details as necessary to ensure conformance with all required standards • Location and drawing/detail of all proposed fencing • Calculations of project components to demonstrate compliance with the requirements of this ordinance,including: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 www.meridiancity.org(planning (Rev:0611812020) ➢ Width of street buffers,lineal feet of street frontage,and number of street trees ➢ Width of parkways,lineal feet and number of street trees ➢ Acreage dedicated for qualified open space(include detail of calculations) ➢ Number of trees provided on common lot(s) ➢ Mitigation for removal of existing trees For new public utility construction water,sewer,reclaimed water)applicants are required to submit: Submit an electronic version of the construction drawings in PDF format Construction Drawings Submit an AutoCAD file in compliance with the Specifications for Project Drawings Autocad file located here,of final engineering construction drawings for streets,water,sewer, sidewalks,irrigation and other public improvements with copies of the final plat attached. These drawings must be stamped and signed by a registered engineer/surveyor in the State of Idaho. Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 www.meridiancity.org(planning (Rev:0611812020) AFFIDAVIT OF LEGAL INTEREST STATE OF UTAH ) COUNTY OF Salt Lake) Wadsworth Meridian, LLC, a Utah limited liability company, located at 166 East 14000 South, Suite 210 Draper (name) Utah (address) (city) (state) being first duly sworn upon, oath, depose and say: Wadsworth Meridian, LLC is the record owner of the property described on the attached, and grants its permission to: The Land Group, Inc. 462 E. Shore Dr, Ste 100, Eagle, ID 83616 (name) (address) to submit the accompanying application(s)pertaining to that property. Wadsworth Meridian, LLC agrees to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Wadsworth Meridian, LLC grants permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this i 5 day of 15 " , 20 20 Wadsworth Meridian, LL By:Wadsworth and So : Its: Manager Coo ( ignature) SUBSCRIBED AND SWORN to before me the day and year first above written. f�l F ROBERT ROMAN GROES$ CK (Notary Public for Utah) f . Notary Public-State of Utah s Commission Number:710419 Residing at: My Commission Expires on Y' Mar.24,2024 My Commission Expires: �(1��x�► (Rev 05/29/20) Kristen McNeill From: Brad Watson <brad@wadsdev.com> Sent: Wednesday, September 16, 2020 8:33 AM To: Kristen McNeill;Tamara Thompson Subject: RE: Eagle and Ustick plat Nate Ballard --COO Brad Watson Project Manager Office: 801-748-4088 Direct: 801-417-0290 Email:bradna,wadsdev.com hl!p://www.wadsdev.com From: Kristen McNeill <kmcneill@thelandgroupinc.com> Sent:Wednesday, September 16, 2020 8:28 AM To: Brad Watson <brad@wadsdev.com>;Tamara Thompson <tamara@thelandgroupinc.com> Subject: RE: Eagle and Ustick plat Thank you Brad. One additional request: Please provide the name of the signatory on the affidavit.Thank you. Kristen From: Brad Watson<brad@wadsdev.com> Sent:Tuesday, September 15, 2020 4:40 PM To:Tamara Thompson <tamara@thelandgroupinc.com> Cc: Kristen McNeill <kmcneill@thelandgroupinc.com> Subject: RE: Eagle and Ustick plat Please see attached. BW Brad Watson Project Manager Office: 801-748-4088 Direct: 801-417-0290 Email:brad(&wadsdev.com hlt2://www.wadsdev.com From:Tamara Thompson<tamara@thelandgroupinc.com> Sent:Tuesday, September 1S, 2020 4:03 PM To: Brad Watson <brad@wadsdev.com> Cc: Kristen McNeill <kmcneill@thelandgroupinc.com> Subject: RE: Eagle and Ustick plat 1 Kristen McNeill From: Joseph Dodson <jdodson@meridiancity.org> Sent: Wednesday, April 7, 2021 1:27 PM To: Kristen McNeill Subject: RE: Wadsworth Meridian Final Plat Application Question Hi Kristen, Understood. I agree, some of the checklist items are not applicable.Those you have listed below are the items not needed for this commercial final plat. I recommend including this email in your submittal package and titling it something obvious so the project is not kicked back from our permit tech team upon submittal.They are not aware of the nuances of each project like the project planner is so they are only comparing what is on the checklist to what is submitted. Best Regards, Joseph Dodson I Current Associate Planner City of Meridian I Community Development 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.884.5533 (fE II7�) .x- Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request, unless exempt from disclosure by law. From: Kristen McNeill <kmcneill@thelandgroupinc.com> Sent:Wednesday,April 7, 2021 1:24 PM To:Joseph Dodson <jdodson@meridiancity.org> Subject: Wadsworth Meridian Final Plat Application Question External Sender-Please use caution with links or attachments. Hi Joe, I'm about to submit the final plat application for the Wadsworth Meridian Subdivision. There are a few items that aren't applicable and wanted to check what I need to do to get through prescreen without these items: - Common drive exhibit - Emergency Access Exhibit - Amenity Details - Engineer Statement - Private Street Cross Section Thanks Joe! i If you'd like to call to discuss, my direct number is 208-296-9689 Best, Kristen planning project coordinator kristen mcneill THE LAND GROUP I thelandgroupinc.com I o.208.939.4041 2 PLAT RECEIVED: April 2, 2021 ADA COUNTY STREET NAME EVALUATION Existing Streets Only DEVELOPMENT NAME: WADSWORTH MERIDIAN SUB AGENCY: MERIDIAN TOWNSHIP/ RANGE/SECTION: 3N 1 E 05 APPLICANT: THE LAND GROUP INC. The street(s) associated with this development have been reviewed by the Ada County Assessor's Office for conformance with Chapter 1, Title 2 Ada County Code. There are no new street names associated with this development. Should street configuration change, a second review will be necessary and a signed Street Name Evaluation by the Ada County Street Naming Committee may be required. Any additional new street names will require a signed Street Name Evaluation by the Ada County Street Naming Committee. Final street names are subject to change due to design changes, time restraints and/or previous recorded plat street alignments. A copy of this evaluation must be presented to the Ada County Surveyor with final plat application, if applicable. THE FOLLOWING EXISTING STREET NAMES ARE APPROVED FOR THE DEVELOPMENT NOTED ABOVE: E USTICK RD N EAGLE RD CORRECTION: N/A ADA COUNTY ASSESSOR Representative: DATE: 04/02/2021 Alin N" a � � w � O F 4N132 P --------------------------------- ----- ---- ------- -- --- - -- --- --- - -�-- Owl Oil ; - _ • _ - z E Ustick Road , qw ll o w FrP ----------a------------3N1 E5-- ----------------a-- g , 3N1E4 E Picard Street III �card�an � a�" �'� •�. z e j (D ;r. This map is made from data copyrighted by Ada t County.Ada County shall not be liable for ADA COUNTY ASSESSOR inaccuracies or misuse of this map. Maps Land Records Division bearing this disclaimer may be photocopied freely. Geographic Information Systems 1 inch - 150 feet However,use in any digital form requires the -+ :'- 190 E.Front Street,Ste.107 written permission of Ada County. ur�.- Boise,ID 83702 Final Plat Legend FOUND BRASS OR ALUMINUM CAP MONUMENT.AS SHOWN Line Table Line Table Wadsworth Meridian Subdivision ® FOUND 0'REBAR PLS 7876 OR AS SH OWN Q SET 59-44-REBAR WITH PLASTIC CAP,PLS 7880 LINE BEARING LENGTH LINE BEARING LENGTH Located in Government Lot 1 in the Northeast 1/4 of Section 5 v SET 1125¢4'REBAR WITH PLASTIC I CRP,PLS 7860 L1 S88°5491'E 21.9W L7 S89°02129E 44.51' p L2 NO3'21.29'E 13.25' LB S85'59581 161.70' 7C Township 3 North, Range 1 East, Boise Meridian ® CALCULATED POINT.(NOT SET) L3 N81°3348'E 11.88' L9 587°05'15"E 10.91' City of Meridian, Ada County, Idaho LOT NUMBER L4 N00'1244'E 9.01' L10 S89'11'261 10.07' 7 1 SECTION LINE L5 N35°34'41'E 14.22' L11 N89°3651'E 172-82' 202 ' - - SUBDIVISION BOUNDARY LINE L6 S05.54WW 31.50• L12 S01°1573'W 287.53' O 40' LOT LINE Scale:1" 4fl' ROAD CENTERLINE = S,32 E.Ustick Road S89°39-2VW 2656-40 T.41N.,R.1 E.,B.M. S.32 1.S.33 __ __ ADJACENT L07 LINE S.�J N114 22D0.84' - - - - - f - - 455•6Z f - - - T.3N.,R.1E.,B.M. S.5 SAT --------- EASEMENT LINE FOUND BRASS CM o 589°23'1 VE 17.27' INST. B ASS D 3361 "' FOUND BRASS CAP TIE LINE w I BOISE&INTERURBAN INST.Na.113077810 rfi RAILWAY RIGHT-OF-WAY - I.--_ I Notes L4 �`� 586°01'47"E 18D.57'+ 4z.91 4,41' __ _ ___ __� 124~ - N89`39�20"E 181.46' 1. ALL LOT LINES COMMON TO A PUBLC RIGHT-OF-WAY LINE HAVE A TEN(10)FOOT WIDE PERMANENT PUBLIC - - UTILITIES.PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT,UNLESS DIMENSIONED OTHERWISE. -----------'---L3 _ -- - 56.2D.-_-- ry�rg•_ `,--_ 145 qg"___^---- 45.81''12"E SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE WADSWORTH MEROINAN SUBDIVISION L2 NOTE 12��`��- --------__ OWNERS ASSOCIATION. L1 -L3 - - LB SANITARY SEWER EASEMENT \ \ 2. REM LOT LINES AND ALONG THE EXTERIOR SUBOMSION BOUNDARY HAVE A TEN(10)FOOT WIDE PERMANENT _ INST.N0.101135898 �\ PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED J 1O'WIDEIDAHOPOWER EASEMENT ~' `~ ��L T - L11 f��\ I GTHERWISE.SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE WADSWORTH MERIDIAN I INST.Na 2017.041222 L9 L10 NOTE 12 C1 I �/ I SUBDIVISION OWNERS ASSOCIATION. BLACK 1 I F-�- I S. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND m m 7Q'�� SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY J I 1 ITO IRRIGATION DRAINAGE APPROVED AND/OR REQUIRED. TINST.No.950934671 EASEMEN 20' UNPLATTED 1 4. ANY RESUBOMSION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME J GF RESUBDIVISION. J 19'SHARED ACCESS&UTILITY -------__-- I b EASEMENT,INST.NO- I I 5. IN COMPLIANCE WITH IORHD CODE SECTION 31-3805(1)(6),THE OWNER OF THIS SUBDIVISION HAS PROVIDED-I1 i� i 20'SANITARY SEWER I I I AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR J I I EASEMENT INST.No. I od I m I ASSESSMENTS FROM THE NAM PA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. J 1 ^i S. THIS DEVELOPMENT RECOGNIZES SECTION 22-45G3 OF THE IDAHO CODE,RIGHT TO FARM ACT,WHICH STATES: ~~ I Z 'NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A J nl I ]- ,_<< 10.03' 1 584°D61pp'E` 1 IIRNUISANCE, PRIVATE DR PUBLIC, BY ANY CHANGED CONDITIONS IN DR ABOUT THE SURROUNDING --.. ' 75�� -... - NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE 12,67' F\ '� GPERATIDN,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED.1 118,4g' V W THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER I z OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPAN$K)N 507 0V59'W N86'01'47"W 198.05' 79.ST M84�OSQ�v J THEREOF." Q+ F «« -'�,� 54.30 88.25' }}0�, 1 c3 7. THE LOTS,INCLUDING BUILDING AND OCCUPANCY,ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT I J o 488°54'01'W - - IRI S84 1 ? CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR I cn `y` °06 144,72'r cc WADSWORTH MERIDIAN SUBDIVISION FILED AS INSTRUMENT NO._ OFFICIAL RECORDS OF F56.00'_-�-� �y�� :-y y AGA COUNTY IDAHO- - LL `y~ r ] c O 8. DIRECT LOT ACCESS TO E.USTICK ROAD AND N.EAGLE ROAD IS PROHIBITED. 20'WATER EASEMENT 1 I J I INST.N0. r - _-�rf I m 9. ACCESS AND PARKING SHALL BE PROVIDED THROUGH RECIPROCAL CROSS-ACCES$AND CROSS-PARKING I j _ EASEMENTS. N I w I 10. THE SITE STORM DRAINAGE SHALL BE DESIGNED TIT MEET AGENCY CRITERIA UTILIZING BEST MANAGEMENT N I o J'I I PRACTICES"OF DEO. NOTE 12 J I y I I 11. PARKING SHALL CONFORM TO THIF ApOP ED STANDARDS OF THE G Y OF MEHIOAIN,OR THE PROJECT DEVELOPMENT AGREEMENT,AS APPLICABLE. I II I 12- 35•LANDSCAPE BUFFER AS MEASURED FROM BACK OF CURB AND GUTTER LOCATED WITHIN N.EAGLE RD.AND I {+ BLOCK 1 I i E.U$TICK RD. I 1 1 8.32' I Referenced Survey Table I IP54W, - i 70 I i R1. RECORD OF SURVEY No.6416,INSTRUMENT No-104016722,RECORDS OF RpA COUNTY. `\L4-7z'-1---------`-N84°06'�D�W ] I 1 12. RECORD OF SURVEY Ho.11747,INSTRUMENT No.2019-018776,RECORDS OF ADA COUNTY. I ' ------ --]- 52- I �A 18.3T ~0 °,„57 I I Survey Narrative ----`-` MILK LATERAL 51,29, THIS PLAT WAS PREPARED TO SUBDIVIDE THE PROPERTY INTO COMMERCIAL LOTS.THE CORNER MONUMENTS FOR `--"`----------- -- I `. THE PARCEL WERE FOUND AND HELD.THE NORTHEAST CORNER OF SECTION 5 AND THE EAST 114 CORNER OF r 37 PRESCRIPTIVE EASEMENT FOR THE 4 1 SECTION$WERE USED AS THE BASIS OF BEARING- NAMPA MERIDIAN IRRIGATION DISTRICT UNPLATTEO POINT DFBEGINNING N1 J LLAAr �� % THE +I UNPLATTE6 � G�4 LAND Curve Table r ITD DRAINAGE EASEMENT a 7880 INST.W.95021100 c„ ` J G R D U P f 4.2-2021 CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 1 y9 TOTE OF T� ".�,�, rr 1l4 S r I E .4 462 East Shore Drive,Sub 100 Cl 25.57' I&W 91°34'37' 844°3550"E 22.94' R.uA 1 Eagle,Ip 83616 FOUND BRASS CAP PH:(208)939-4041 INST.ND.113077896 PIN 119025 SHEET 1 OF 3 THE AD Wadsworth Meridian Subdivision LAND IandproaATA �� GROUP U Kristen McNeill Iva, Boundaries 1 r ivOUY7tle8 Parcels , - �r..f>.� �..�..'...,r t �� ' +�� I Condos !`: #'• + Roads �'��' . o •,e � �j `�I�,' '�, �♦ �I {■1 _ �t, 1 I 11� #-.i Ada CountyRailraad Ada CourRyoad Centerline INTERSTATE 3 ,�• +. �,, t, �' , , COLLECTOR ° fell, ARTERIAL LOCAL ALLEY r It Canyon CourdyfRoad Centerline M • • INTERSTATE HIGHWAY COLLECTOR COLLECTOR e n S II x 1 j S ARTERIAL .1. . �J +�i► LOCAL ROAD PRIVATE Water Ada Countyhater •� E3 F .r I -=i r s ��sni� r Canyon CountyA-ake Lowell Canyon CountyfSnake River - ! � ♦ N .'MIr OJ 0 •0 �'/�•'+.��}j//.��/�,.��/�, s :11 43'37'50.22" N 116'21'04.68" W Sep 10, 2020- IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 300 feet purposes only and do not constitute a legal document. T H E PreliminaryPlat � LAND I � � W W W �' for IDAHO TRANSPORTATION DEPARTMENT . GROUP cn BRASS CAP CENTERLINE EAGLE ROAD Wadsworth Meridian Subdivision 0 APPROXIMATE STATION 168+38 G G G G G G G G G G - G G G G G G G G A G G G G G G G G - - Located in Government Lot 1 in the Northeast 1/4 of Section 5 NORTH 1/4 CORNER _W_W _ W w W W W W W W W W W W Township 3 North, Range 1 East, Boise Meridian SECTION 5 � n T.3N., R.1E., B.M. UbLIUR S.32 S.33 City of Meridian Ada Count Idaho S.32 S89°39'20"W 2656.46' _ T.4N.,R.1 E.,B.M. y , y, - �C- - � - - T.3N.,R.1E.,B.M. Vicinity Map: 2020 1/4 S.5 495.33 NORTHEAST CORNER OF SECTION 5 � \S.4 SS SS SS S SS SS SS S SS SS SS SS SS SS SS SS SS SS S T.3N., R.1 E., B.M. TIE LINE: Cn S01005'59"W 41.45' o CB SITE "' I T T T - T GRATE:2624.43' T T T - CID T T "' T T T T T T T- - - - - - - - - - - - IE(N)12"PVC:2620.76' SO-S8902316"E 58.03' SS Julius M. - - - -�S86°01'47"E 180.57' `PJ' TRAFFIC SIGNAL POLE Kle3ner - --- QHP Mr;icwial Park Pam- PLS 7876 - -- S -_- - - - S86°01'47"E 124.37' N89°39'20"E 181.46' s - - - - --'- _ -_ �8TC01'47"E 56.20 -- / - 1 �sr OHP �HP I OHP - -- - - _ - - - - - - - - - - - - � 89°392 " �.98' U(�,-P _- - --- - - -N893920E 145.48=-- -ram - - �° 2624.- - - - - - 2624- -� -r - - - - - --- - sr�. L a t ■ IDAHO POWER \ IDAHO POWER EASEMENT I \� \ \ ��' s EASEMENT /W \ BOISE&INTERURBAN INSTR. No. 105078233 SANITARY SEWER EASEMENT INSTRUMENT RAILWAY RIGHT OF WAY \ \\ I I wip"W. No. 105082709 IDAHO POWER EASEMENT INST. No. 101135898 I i SSY \ I 0 IRRIGATION AND DRAINAGE EASEMENT � G+R GIRR - r \ \ I 1 CL fFr.nklln a rd:u ;n Wac[�mnNln![aed Frc O N \ B1 LOT 1 I o I PIPE 1 'A = ■y LO REA:±0.69 ACRES B1 LOT 2 I IE(E)24"CONC:2623.93'o 1 I I s ■ 0 AREA:+0.39 ACRES o B1 LOT 3 i 1 - ►J also AREA:±0.64 ACRES 70.00' ■� IBX 11 O n cc GRATE:2624.88' 1 I o o N =' " IE(W)36"CONC:2616.11' IE(S)36"CONC:2616.20' o` I I mime CIIII I dCa[::uiK"F VIr7YGII5ii: ------- EP 1 o I EP EP EP I•� W I I _ EP - - - -E o I � z z Legend: LU �1 I SS _ SS _ SS _ EP EP �, I I _ _ Lu L - SS ° „ - - - - EP 1 I 11' I U) Q FOUND BRASS CAP MONUMENTBOUNDARY LINE - - - - I S SS S84 0600 0' EP-_ EP / �N r � I � w ° � ADJACENT PROPERTY LINECL - - - - - _ _ E 75.0 - _ c� oc - - - - - - - cc - i /"r z I „U FOUND 5/8"MONUMENT O a - - - - ASS - / S`' / I CD o I ¢ TIE LINE ■� 0 CALCULATED POINT 00 Iri I "' - _ - SECTION LINE S __ i o z FROST FREE HYDRANT IT rn ROADWAY CENTERLINE ■ N86 01 _ _ `1'� M I o VVV 6W' to I . M N86°01'47"W 198.05' ° 47"W 79.57' o - - o ® WATER VALVE U M - �I o 0 0l o -- -- -- - -- -- - EASEMENT LINE W 88 25 o o I IRR IRRIGATION BOX EP EP EDGE OF PAVEMENT M � - - _ _ ?6?�, N84o 0600 W 54.30 cn 0 0 0 I POWER POLE R� RIGHT-OF-WAY LINE _ _ °O - - - - - - I _ _ C C.A _ GIRR GRAVITY IRRIGATION LINE � W �' - - -� N84°06'00" ,� - - III I .-. � GUY WIRE N88°54'01"W 56.00' W W W W �� W 144.72 - - o - '► I ,�? _ STREET LIGHT SS SS SANITARY SEWER LINE f - - _ - - W� �/ \� - - - / W ✓ I � � Q � cs W W WATERLINE z I I I I - - - - - - - - - � W I _ _ _ ---- -!-2624- - - I C) � "' Tz © ELECTRIC VAULT 30' MILK LATERAL - - - - - - _ _ - o Q o N a a UGP UNDERGROUND POWER LINE ODER Y I _ I o w NAMPA MERIDIAN _ - J - - _ _ W W W_� / � W - - I' o '� N U_ SIGNAL MAST w m T T T UNDERGROUND TELEPHONE LINE ANN _ IRRIGATION DISTRICT - - _ o � - - - � I ~ I z � � o � I p � SIGN G G GAS LINE I-'' I LL - - - - - - I I w o ¢ o a OS SANITARY SEWER MANHOLE OHP OVERHEAD POWER LINE _ O � 00 cn / I M _ I _ >�! D STORM DRAIN MANHOLE �" 170 ¢ o I"' m CONCRETE AREA �0 C" \ - - J �- z r J CURB AND GUTTER y y I z ¢ I W RECTANGULAR INLET ` U - o + w EXISTING GROUND CONTOUR I Z El TELEPHONE RISER -2624 v i I B 1 LOT 5 o \ I I cc Notes:ACRES cgo Lnz Q M 00 B1 LOT 4 \ � - M �' 1. AT THE TIME OF THIS SURVEY,THE CURRENT ZONING CLASSIFICATION IS C G, GENERAL RETAIL AND SERVICE oM � \ \\ z \ o ¢ _ G -- G G - COMMERCIAL DISTRICT. CURRENT ZONING CLASSIFICATION, BUILDING SETBACK REQUIREMENTS, HEIGHT AND FLOOR AREA:±0.54 ACRES \\ o Z � I SPACE AREA RESTRICTIONS HAVE NOT BEEN PROVIDED TO THE SURVEYOR. Q 2622- - - - - I U_ w = Revisions � > z I I 2. THE PROPERTY DELINEATED HEREON IS LOCATED IN FLOOD ZONE X,AREA OF MINIMAL FLOOD HAZARD,AS SPECIFIED N81°54'00"W 24.72' -- - - --- _ _ \ ° � ' 2 LU v 3 I ON FEMA FLOOD INSURANCE RATE MAP 16001 C01 65 G WITH AN EFFECTIVE DATE OF FEBRUARY 19, 2003. 1' L F -2620 � � _ - - - - - -_ o o PRESCRIPTIVE EASEMENT c, - `° 3. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE LOCATIONS SHOWN HEREON ARE BASED -- CLAIMED BY NAMPA MERIDIAN 6,� z UPON ABOVE GROUND EVIDENCE AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF LD - - __ IRRIGATION DISTRICT FOR \ THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. _ _ -_ N84°06'00"W 253.73' _ _ - - MILK LATERAL Nz- -__ - 2620- 1 -2622-- -- = -� �- N84°06'00"W 17.45' - SD \-- \ 70.00' I Q 4. THE TOTAL LAND AREA OF THE SUBJECT PARCEL IS 3.29 ACRES±. - �- - �_- - - - - CONCRETE SPILLWAY _ - -_- - - - - - - -- - \\ I � + 5. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION USE. \ 2622 - � N84°06'00'W 428.70' N84°06'00' "- \ - - -� - W 157.51' 0- GIRR 36'GIRR � 30 MILK LATERAL - FL � - - X- _ -� \ - 3 "GIR GIR FL L dIRR ¢ 'IRR 6. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE \ \ \ NAMPA MERIDIAN 36" IRR 36' R - - FL \ \ \ IRRIGATION DISTRICT ! , -36 GtRR 36 GIRR - TIME OF RESUBDIVISION. II L - - - - - - \ -- - -- - - -\� - - -� 2622/`? �-'- I - - - - - - - - - � / - - - - - _ I - ° \ �- - - - - - GRATE.2624I58- - I � I� 0 W 51 29 0 7. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE DIMENSIONAL STANDARDS OF THE DEVELOPMENT - � � N84 06 IBX \ / \ - l AGREEMENT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. GRATE:2624.04' UNPLATTED IE(W)36"CONC:2616.68' IE(N)36"CONC:2616.81 SA IE CR EK COMMONS LLC. SADIE CREEK COMMONS LLC. IE(E)36"CONC:2619.28' \ �I IBX !I 8. ALL LOTS WITHIN THIS SUBDIVISION ARE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN.THE IE(E)36"CONC:2616.71' \ CDI GRATE:2623.76' I WATER MAINS AS SHOWN HEREON ARE EXISTING. \ \\ ?6??\\ ITD DRAINAGE EASEMENT J I BOLTED I I 9. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDAIN �SZONAL \ \ INSTR. No.95021100 ,o I ` I I SEWER DISTRICT.THE SEWER MAINS AS SHOWN HEREON ARE EXISTING. �� 0\STE F ,D Referenced Survey Table: Project Information: 10. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE. 8 R1. RECORD OF SURVEY No. 6418, INSTRUMENT#104016722, RECORDS OF ADA COUNTY. CLIENT/OWNER/DEVELOPER:WADSWORTH DEVELOPMENT GROUP, LLC 1/4 11. ACCESS AND PARKING SHALL BE PROVIDED THROUGH RECIPROCAL CROSS-ACCESS AND CROSS-PARKING 09/28/202,b CONTACT: BRAD WATSON EASEMENTS. J9TE OF 0 R2. RECORD OF SURVEY No. 11747, INSTRUMENT#2019-018776, RECORDS OF ADA COUNTY. ADDRESS: 166 E.14000 S.SUITE 210 S.5 / DRAPER, UT 84020 � S.4 12. THE SITE STORM DRAINAGE SHALL BE DESIGNED TO MEET AGENCY CRITERIA UTILIZING"BEST MANAGEMENT W.G FOUND BRASS CAP PRACTICES"OF DEQ. CP&F INSTR. No. 113077809 Project No.: 119025 ENGINEER, LANDSCAPE ARCHITECT, PLANNER:THE LAND GROUP, INC. Benchmark: 13. PARKING SHALL CONFORM TO THE ADOPTED STANDARDS OF THE CITY OF MERIDAIN, OR THE PROJECT Date of Issuance: 09/28/2020 CONTACT:TAMARA THOMPSON, PLANNER DEVELOPMENT AGREEMENT, AS APPLICABLE. Project Milestone: JIM GUTE,CIVIL ENGINEER THE VERTICAL RELIEF SHOWN HEREON WAS SURVEYED ON THE GROUND, CONTOURS ARE ONE FOOT INTERVALS,THE JYL GLANCEY, LANDSCAPE ARCHITECT VERTICAL DATUM IS NAVD 1988,THE BENCHMARK USED WAS THE NORTHEAST CORNER OF SECTION 5,T.3N., R.1 E., 14. HORIZONTAL DATUM: NAD 83 STATE PLANE COORDINATES IDAHO WEST ZONE 1103 ADDRESS:462 E.SHORE DR.,SUITE 100 BM: ELEAVTION = 2627.17, NAVD 88 DATUM. E EAGLE, ID 83616 15. VERTICAL DATUM: NAVD 1988 Preliminary Plat E Plat PHONE: 208.939.4041 30 600Preliminar 1 o f 1 _ Horizontal Scale: 1" = 30' ��o Final Plat Legend Line Table Line Table FOUND BRASS OR ALUMINUM CAP MONUMENT,AS SHOWN LINE BEARING LENGTH LINE BEARING LENGTH Wadsworth Meridian Su 'V' s ' 0 n � FOUND 5/8"REBAR PLS 7876 OR AS SHOWN L1 S88°54'01"E 21.99' L8 S85°59'58"E 161.70' 0SET 5/8"x24"REBAR WITH PLASTIC CAP, PLS 7880 L2 NO3°21'29"E 13.25' L9 S8700515"E 10.91' Located in Government Lot 1 in the Northeast 1/4 of Section 5 ° SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 G L3 N61°33'48"E 11.88' L10 S89°1126"E 10.07' Township 3 North, Range 1 East, Boise Meridian CALCULATED POINT, (NOT SET) L4 N0012'44"E 9.01' L11 N89°36'51"E 172.82' ° City of Meridian, Ada County, Idaho 1 LOT NUMBER L5 N35 34 41"E 14.22 L12 S01 15 23 W 287.53 - - - SECTION LINE L6 S05°54'00"W 31.50' L13 S01 005'59"W 32.89' 2021 _ _ SUBDIVISION BOUNDARY LINE L7 S89°02'29"E 44.51' 0 40' 80' LOT LINE Scale: 1 11 - 40, - ROAD CENTERLINE 5.32 N1/4 E. Ustick Road S89°39'20"W 2656.46' T.4N.,R.1 E.,B.M. 5.32 S.33 - - - - ADJACENT LOT LINE S.5 1.- 2200.84' -S89°23'16"E 17.27'- - - - - - - - - 455.62' - - - - - - T.3N.,R.1 E.,B.M. S.5S.4 - - - - - - - - - EASEMENT LINE FOUND BRASS CAP o FOUND BRASS CAP - - TIE LINE o INST. No. 2015-053361 1 o INST. No. 113077810 w BOISE&INTERURBAN rn m RAILWAY RIGHT-OF-WAY - Notes L4 �`� ° ' - _ S86°01'47"E 180.57'� 42.91' 4.43' I - - - - - 24.3 N89039'20"E 181.46' 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC -_ - - - - - ° • - - - - UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. - - - - - - - - - - - - - - - -L3 - - O - - - - - - - - - 4_- -56.20'. - - - - 35.98' - - - - - - - - S44°30'12"E ° _ -- :___-- - - - - _145.48 _ - SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE WADSWORTH MERDINAN SUBDIVISION L2 o NOTE 12 -- ___-_ - - - - _ _ - - - - - _ ___ \ \ 45.81' I OWNERS ASSOCIATION. L1 -L7 - �° - - - - - _ Lg 1 SANITARY SEWER EASEMENT \ INST. No. 101135898 '�� \ 2. REAR LOT LINES AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT 20 C-,_,_ - - - \� PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED 10'WIDE IDAHO POWER EASEMENT L11 \ I OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE WADSWORTH MERIDIAN I INST. No. 2017-041222 L9 L10 NOTE 15 NOTE 12 C1 I I I SUBDIVISION OWNERS ASSOCIATION. o °O CZ) BLOCK 1 N I I I �. o I I 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY ITD IRRIGATION&DRAINAGE I I i ( 70 -i APPROVED AND/OR REQUIRED. 1 r- EASEMENT INST. No.95093467 I I 120' UNPLATTED I O 7 O I 4. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME co 19'SHARED ACCESS&UTILITY L0 1 18' I18 ';I R OF RESUBDIVISION. co _ _ _ _I o i EASEMENT, INST. No. � y' CSC 5. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION HAS PROVIDED I� I I 20'SANITARY SEWER NOTE 14 I I I 0 I CD AN I ASSESSMENTS OUND FROM THEGATION SYSTEM. LOTS NAMPA-MERIDIAN IRRIGATION DIN THIS SUBDIVISION ISTRICT FOR SAID IRRIGATION ILL BE WATER. FOR r I EASEMENT INST. No. I I I T a� III f- - - - - - - - - - - - - - � I ca MENT SECTION 3 OF THE W 6. THIS NO AGRICUOLTURAL OPERATIONS AGRICULTURALOFACI FACILITY OR EXPANSION ANDS GN RIGHT THEREOF FARM SHALL BE ORWHICH BECOME A - - I �- -- - - - - _ 10.03' / S84°06'00"E - _ _ / I I ° Z NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING I I I ti o - - - - - - - - _ _ 75.00' - - `moo I ,i- I co co NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. N I 118 48' o - - - - - / I o THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER I I / N LU 79.57' 12.67' o - _ - _ _ _ / I I I I z OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION J 19.07' N86°01'47"W 198.05' N84°06'00"W 88.25 / I I L I ° THEREOF." 54.30' 110 77 I I I � I - c� LU 7. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT o _ _ Cy I I o N88°54'01"W �• - - - - - - _ S84°06'00"E I z CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR `r' 56.00'_ - - - - - - - - - - - - N 144.72'� - - I co w IDAHO. MERIDIAN SUBDIVISION FILED AS INSTRUMENT No. 2020 075457, RECORDS OF ADA COUNTY, - - II I- - - - - - - _ _ _ - - - - - - _ - � � I I I „UCD m I I I 19, - - - - - - _ _ _I N o o I 8. DIRECT LOT ACCESS TO E. USTICK ROAD AND N. EAGLE ROAD IS PROHIBITED. L - _I 20'WATEREASEMENT - - - - - - - - /� - � I ° o o N DI I ( i INST. No. i i - - - - - - / i i i I J � m 9. ACCESS AND PARKING SHALL BE PROVIDED THROUGH RECIPROCAL CROSS-ACCESS AND CROSS-PARKING r 1 I L z EASEMENTS. I ob - _► J I I zo 10. THE SITE STORM DRAINAGE SHALL BE DESIGNED TO MEET AGENCY CRITERIA UTILIZING "BEST MANAGEMENT I I I N I I I w LD PRACTICES"OF DEQ. T I Oo NOTE 12 I I I 11. PARKING SHALL CONFORM TO THE ADOPTED STANDARDS OF THE CITY OF MERIDIAN, OR THE PROJECT l i O I I I I DEVELOPMENT AGREEMENT,AS APPLICABLE. 11 I z _n 12. 35' LANDSCAPE BUFFER AS MEASURED FROM BACK OF CURB AND GUTTER LOCATED WITHIN N. EAGLE RD.AND I I I I1 BLOCK � E. USTICK RD. 4 13. THIS SUBDIVISION IS ENCUMBERED BY AN EXISTING CROSS-ACCESS AGREEMENT WITH THE ADJACENT • 6.32' _ I COMMERCIAL PROPERTY, PARCEL No. S1105110120,AS RECORDED IN INSTRUMENT No. 106169335, RECORDS I • ° _ NOTE 14 I I 70 OF ADA COUNTY, IDAHO. \ I ___,253.73' 17.45' I J I 14. PUBLIC ACCESS EASEMENT FOR MULTI-USE PATHWAY FOR THE BENEFIT OF THE CITY OF MERIDIAN AS RECORDED IN INSTRUMENT No.2021- RECORDS OF ADA COUNTY, IDAHO. I \ N81054'00"W - - - - -N84°06'00"W 42 �O ° _ _ I I 15. ADA COUNTY HIGHWAY DISTRICT PERMANENT EASEMENT AS RECORDED IN INSTRUMENT No. I \ 24.72' 157.52 - ° 2021- RECORDS OF ADA COUNTY, IDAHO. \ \ 1 _ I 33.82' ° . -°06'00"W Survey Narrative L - - - - - - - - - - - - - - - - - - - - - - - - - MILK LATERAL - o _ _ - 51.29' - - - - - - - - -N - - - - - - - - - - - - - - _ _ lcr THIS PLAT WAS PREPARED TO SUBDIVIDE THE PROPERTY INTO COMMERCIAL LOTS.THE CORNER MONUMENTS FOR THE i 30'PRESCRIPTIVE EASEMENT FOR THE - y � PARCEL WERE FOUND AND HELD.THE NORTHEAST CORNER OF SECTION 5 AND THE EAST 1/4 CORNER OF SECTION 5 UNPLATTED NAMPA MERIDIAN IRRIGATION DISTRICT I I I WERE USED AS THE BASIS OF BEARING. PARCEL S1105110111 `\ ''-_ POINT OF BEGINNING N I �� Imo/ T H E UNPLATTED I N O�ypL, LAN�jS r ' I ITD DRAINAGE EASEMENT i �5ti �r,\STERF �¢, LAND Referenced SurveyTable Curve Table INST. No. 95021100 I i ow . cu a PARCEL S1 105110120 I a 7880 � - GROUP R1. RECORD OF SURVEY No. 6418, INSTRUMENT No. 104016722, RECORDS OF ADA COUNTY. CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH I E1/4 S.4 `�T �° 462 East Shore Drive Suite 100 9T£OF SOP S.5 FOUND BRASS CAP � •� Eagle, ID 83616 R2. RECORD OF SURVEY No. 11747, INSTRUMENT No. 2019-018776, C1 25.57' 16.00, 91034,371, S44°35'50"E 22.94, �I �R.WA PH:(208) 939-4041 RECORDS OF ADA COUNTY. INST. No. 113077890 PN 119025 SHEET 1 OF 3 Final Plat Wadsworth Subdivision Certificate of Owner Certificate of Surveyor: KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED: I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND COMMENCING AT THE NORTHEAST CORNER OF SECTION 5 OF SAID TOWNSHIP 3 NORTH, RANGE 1 EAST, (FROM WHICH POINT THE UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE NORTH QUARTER CORNER OF SAID SECTION 5 BEARS SOUTH 89°39'20"WEST, 2656.46 FEET DISTANT); STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE SOUTH 00°00'00" EAST,A DISTANCE OF 400.00 FEET ON THE EAST LINE OF SAID SECTION 5; INSTRUMENT THENCE T UMBER 00171E 98 9 OF ADACE OF 51.29 FEET COUNTY RECORDS, SAID PO THE IINT BEING TTHEAST HEER OF THAT PARCEL OF BEGINNING;AS DESCRIBED IN DEED 0��STE Fos�� o� THENCE NORTH 84'06'00"WEST,A DISTANCE OF 428.70 FEET ON THE SOUTHERLY BOUNDARY LINE OF THAT PARCEL DESCRIBED IN a 7880 , SAID DEED INSTRUMENT NUMBER 2017-119849; .r� xo THENCE NORTH 81'54'00"WEST,A DISTANCE OF 24.72 FEET ON THE SOUTHERLY BOUNDARY LINE OF SAID DEED PARCEL TO THE �y �TF pF 'D SOUTHWEST CORNER OF SAID PARCEL; SR.WA THENCE NORTH 01'05'59"EAST,A DISTANCE OF 302.81 FEET ON THE EXTERIOR BOUNDARY LINE OF SAID DEED PARCEL TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF EAST USTICK ROAD; THENCE ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF EAST USTICK ROAD FOR THE FOLLOWING COURSES AND DISTANCES: THENCE SOUTH 89'23'16"EAST,A DISTANCE OF 58.03 FEET; THENCE SOUTH 86'01'47"EAST,A DISTANCE OF 180.57 FEET; THENCE NORTH 89'39'20"EAST,A DISTANCE OF 181.46 FEET; THENCE SOUTH 44'30'12"EAST,A DISTANCE OF 45.81 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF NORTH EAGLE ROAD; THENCE LEAVING THE RIGHT-OF-WAY LINE OF E. USTICK ROAD, SOUTH 01014'39"WEST,A DISTANCE OF 305.67 FEET ON THE WESTERLY RIGHT-OF-WAY LINE OF NORTH EAGLE ROAD TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 3.29 ACRES MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT.THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER,THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN,AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION. WADSWORTH MERIDIAN, LLC, A UTAH LIMITED LIABILITY COMPANY BY: WADSWORTH &SONS, LLC, A UTAH LIMITED LIABILITY COMPANY ITS: MANAGER BY: PRINT NAME: ITS: Acknowledgment: STATE OF ) ) SS COUNTY OF ) ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED KNOWN OR IDENTIFIED TO ME TO BE ITS OF WADSWORTH &SONS, LLC,A UTAH LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE ��— FIRST ABOVE WRITTEN. WE�� T H E L AN D NOTARY PUBLIC FOR . W RESIDING IN mhll . GROUP 462 East Shore Drive, Suite 100 MY COMMISSION EXPIRES Eagle, ID 83616 PH:(208) 939-4041 PN 119025 SHEET 2 OF 3 Final Plat Wadsworth Subdivision Approval of Central District Health Certificate of County Surveyor SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE I,THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. COUNTY SURVEYOR CENTRAL DISTRICT HEALTH PLS DATE Approval of Ada County Highway District Certificate of the County Treasurer THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS I,THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY ON THE DAY OF IN THE YEAR 20 TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL.THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY. ADA COUNTY HIGHWAY DISTRICT PRESIDENT DATE COUNTY TREASURER Approval of City Engineer County Recorder's Certificate I,THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. STATE OF IDAHO) ) SS COUNTY OF ADA) I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT MINUTES PAST O'CLOCK M., ON THIS DAY OF IN THE YEAR 20 IN BOOK OF PLATS AT PAGES THROUGH INSTRUMENT No. CITY ENGINEER DEPUTY EX-OFFICIO RECORDER FEE: Approval of City Council I,THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK, MERIDIAN, IDAHO AL LAN SO WE T H E 0 LAND a 7880 . G R O U P ,r, X c� TE 0F \�P 462 East Shore Drive, Suite 100 WA Eagle, ID 83616 PH:(208) 939-4041 PN 119025 SHEET 3 OF 3 Final Plat Wadsworth Subdivision Certificate of Owner Certificate of Surveyor: KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED: I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND COMMENCING AT THE NORTHEAST CORNER OF SECTION 5 OF SAID TOWNSHIP 3 NORTH, RANGE 1 EAST, (FROM WHICH POINT THE UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE NORTH QUARTER CORNER OF SAID SECTION 5 BEARS SOUTH 89°39'20"WEST, 2656.46 FEET DISTANT); STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE SOUTH 00°00'00" EAST,A DISTANCE OF 400.00 FEET ON THE EAST LINE OF SAID SECTION 5; THENCE NORTH 84'0 00"WEST, A DISTANCE OF 51.29 FEET TO THE SOUTHEAST CORNER OF THAT PARCEL AS DESCRIBED IN DEED p,L LA1� 6' INSTRUMENT NUMBER 2017-119849 OF ADA COUNTY RECORDS, SAID POINT BEING THE POINT OF BEGINNING; THENCE NORTH 84'06'00"WEST,A DISTANCE OF 428.70 FEET ON THE SOUTHERLY BOUNDARY LINE OF THAT PARCEL DESCRIBED IN a 7880 , SAID DEED INSTRUMENT NUMBER 2017-119849; 4-7-2021 s� xo THENCE NORTH 81'54'00"WEST,A DISTANCE OF 24.72 FEET ON THE SOUTHERLY BOUNDARY LINE OF SAID DEED PARCEL TO THE �y 9TE OF �pP SOUTHWEST CORNER OF SAID PARCEL; SR.WA THENCE NORTH 01'05'59"EAST,A DISTANCE OF 302.81 FEET ON THE EXTERIOR BOUNDARY LINE OF SAID DEED PARCEL TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF EAST USTICK ROAD; THENCE ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF EAST USTICK ROAD FOR THE FOLLOWING COURSES AND DISTANCES: THENCE SOUTH 89'23'16"EAST,A DISTANCE OF 58.03 FEET; THENCE SOUTH 86'01'47"EAST,A DISTANCE OF 180.57 FEET; THENCE NORTH 89'39'20"EAST,A DISTANCE OF 181.46 FEET; THENCE SOUTH 44'30'12"EAST,A DISTANCE OF 45.81 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF NORTH EAGLE ROAD; THENCE LEAVING THE RIGHT-OF-WAY LINE OF E. USTICK ROAD, SOUTH 01014'39"WEST,A DISTANCE OF 305.67 FEET ON THE WESTERLY RIGHT-OF-WAY LINE OF NORTH EAGLE ROAD TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 3.29 ACRES MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT.THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER,THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN,AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION. WADSWORTH MERIDIAN, LLC, A UTAH LIMITED LIABILITY COMPANY BY: WADSWORTH &SONS, LLC, A UTAH LIMITED LIABILITY COMPANY ITS: MANAGER BY: PRINT NAME: ITS: Acknowledgment: STATE OF ) ) SS COUNTY OF ) ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED KNOWN OR IDENTIFIED TO ME TO BE ITS OF WADSWORTH &SONS, LLC,A UTAH LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE ��— FIRST ABOVE WRITTEN. WE�� T H E L AN D NOTARY PUBLIC FOR . W RESIDING IN mhll . GROUP 462 East Shore Drive, Suite 100 MY COMMISSION EXPIRES Eagle, ID 83616 PH:(208) 939-4041 PN 119025 SHEET 2 OF 3 Final Plat Wadsworth Subdivision Approval of Central District Health Certificate of County Surveyor SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE I,THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. COUNTY SURVEYOR CENTRAL DISTRICT HEALTH PLS DATE Approval of Ada County Highway District Certificate of the County Treasurer THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS I,THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY ON THE DAY OF IN THE YEAR 20 TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL.THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY. ADA COUNTY HIGHWAY DISTRICT PRESIDENT DATE COUNTY TREASURER Approval of City Engineer County Recorder's Certificate I,THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. STATE OF IDAHO) ) SS COUNTY OF ADA) I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT MINUTES PAST O'CLOCK M., ON THIS DAY OF IN THE YEAR 20 IN BOOK OF PLATS AT PAGES THROUGH INSTRUMENT No. CITY ENGINEER DEPUTY EX-OFFICIO RECORDER FEE: Approval of City Council I,THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK, MERIDIAN, IDAHO `NAJV T H E �5ti E s� F1j sr'�A WE LAND a 7880 s 4-,-2021 0 - - GROUP �� TE OF x 462 East Shore Drive, Suite 100 WA Eagle, ID 83616 PH:(208) 939-4041 PN 119025 SHEET 3 OF 3 —� — — `— ��_ �� emu _ —r uv vv - `D -.y — M Landscape Requirements:PER MERIDIAN, IDAHO CITY CODE: 9�11 T H E SS SS SS SS SS SS c 0 li"_ ,C S S� CD o _ LANDSCAPE BUFFERS ALONG STREETS (11-3B-7-3) LAND ONE (1)TREE PER THIRTY-FIVE (35) LINEAR FEET WITH SHRUBS, LAWN, OR OTHER . 20'X 10' — \_ VEGETATIVE GROUND COVER. DRIVEWAY — GROUP CLEAR VISION T T— TRIANGLE T T T T T T T �_ � STREET TREES REQUIRED TREES PROVIDED _- - .- ------- -------- o -T��T— T- 40'X40' USTICK ROAD (443 L.F.) 13TREES 13TREES >� CLEAR VISION EAGLE ROAD (328 L.F.) 9 TREES 9 TREES SD SD SD i TRIANGLE s° EXISTING OVERHEAD POWER LINES EXISTING OVERHEAD POWER LINES PERIMETER LANDSCAPING (11-3B-8-C-1) _ ___ ' ►� _ ___ ___ _ -�- --ii ONE (1)TREE PER THIRTY-FIVE (35) LINEAR FEET WITH SHRUBS, LAWN, OR OTHER �' - Ustick Road �� VEGETATIVE GROUND COVER. GP oiUF _ 7 OH - - -- - - -- 7 _ M M PERIMETER TREES REQUIRED TREES PROVIDED UGP — — ——— — ——— — —— � - - .,., _ _ s - - --- - _ _ - —� UGPOFiP� S � � j-P — ip �Pik P HP OHP- PARKING LOT 1 TREE EVERY 35 LINEAR FT SEE PLAN. PERIMETERS �- - - - � UGP UGP ry - _ -- ' ABUTTING 1 TREE EVERY 35 R/W �'R `'' `P`n DRIVEWAYS LINEAR FEET • r< R AT EVERY PERIMETER \ R/W R/W "' ' WHERE SITE UTILITIES s° ) • O . R/W R/W R/WQR/WJR/W, /W R \ AND EASEMENTS PC (2 D • � • • \ ' PERMIT CP (1 PC (3) � � — � \ S I �\ INTERIOR PARKING LOT 11-38-8-C-2 — _ I ( ) W CP (1) (3) PC I I ONE (1)TREE AND LOW SHRUBS, LAWN, OR OTHER VEGETATIVE GROUND COVER PER EACH I I (1) CP (2) PC I I INTERIOR PLANTER THAT SERVES A SINGLE ROW OF PARKING SPACES. MIJ Cn I I Cn I \ I I�V AREA TREES REQUIRED TREES PROVIDED I I \ '` > \ 5 INTERIOR ISLANDS 10 TREES 10 TREES a m I I J G`lR W 0 28.43' I — FUTURE PAD m Material Legend: I M FUTURE PAD SAN I LANDSCAPE Z I I I 80/20 BLUEGRASS/ / / PLANTING SHRUB I PC (2) I RYEGRASS BLEND /PERENNIAL ` ` / BED AREA.3"DEPTH I FUTURE PAD - - - - I 3: / ` / 1" PERMABARK ROCK I I CP (1) I \ I I TURF SOD MULCH. O � I J II 2 � o o � LANDSCAPE SCREENING I I I 4"-6"COBBLE ROCK, TO BE PROVIDED I I 12" DEPTH WITH RESPECTIVE PAD EP I EP EP mime I PLANT SCHEDULE CAI = EP EP PLANT I �EP EP I DECIDUOUS BOTANICAL/COMMON SIZE CONTAINER QTY REMARKS I TREES NAME \\ � � EP EP EP EXISTING CONCRETE SPILL WAY- \ SAN �EP EP RETAIN AND PROTECT I LM2 LIQUIDAMBAR 2" B&B 10 CLASS II, MATURITY:40'H IEEE \\ L ® EP EP `� I I STYRACIFLUA CAL. X 25'W \ 2 EP EP— SAN I MORAINE' /MORAINE a I SWEET GUM O w / LM (2 LM (3) Lo�, _ _ o EP EP EP r- I y / I LM2 (2 LM2 (2 3 LM I I FLOWERING BOTANICAL/COMMON SIZE CONTAINER QTY REMARKS + EO (8) p O I TREES NAME \ SS (3) EO (8 (2) LM2 r I CP CRATAEGUS 2 B&B 5 CLASS 1, MATURITY: 25'H _ _ + SS (3) w LM (2' + LM 3 / (8) EO o SA (2) LM I I PHAENOPYRUM/ CAL. X 25'W O SD /' \ O / / (3) SS v" (2) LM2 "' I WASHINGTON HAWTHORN e LM 8 EO I \\ I * \ 3 ' (3) SS r- PC PRUNUS VIRGINIANA/ 2" B&B 17 CLASS I, MATURITY: 20'H 2 LM I CHOKECHERRY CAL. X 15'W � I I fJ I O SHRUBS BOTANICAL COMMON SIZE CONTAINER QTY REMARKS CZ A A I NAME I I EO EUONYMUS FORTUNEI 2 40 MATURITY: 2'H X 2'W o I P I + p GOLD SPLASH / GAL. \ ® w ' 'J + W WINTERCREEPER c_3 o _W LM LAVANDULA 1 24 MATURITY: 1'H X 1'W Cn C3) ANGUSTIFOLIA GAL. 4- I I EP A I/ � � T F� � - - - - - ---- - - - - � It, W 'MUNSTEAD' / � \\ a� I I I yI MUNSTEAD ENGLISH cc w aLo 11� ® `u I I LAVENDER OC) \ ain I I SS SCHIZACHYRIUM 1 15 MATURITY: 3'H X 2'W W OM Fp co I PC (3) I SCOPARIUM THE GAL. I CP (1) BLUES' /THE BLUES Q \ LJ = t I LITTLE BLUESTEM Revisions PC (2 , II - - - E1.1 I II \ LANDSCAPE SCREENING TO BE PROVIDED I WITH RESPECTIVE PAD I II I I I FUTURE T RE PAD IG - FUTURE PAD\\ I M OF \\ \\ \\ \ \ EXISTING CONCH ETE SPILL WAY- \ \ \ RETAIN AND PROTECT I ------------------ _ /�� L`�NDSCA4�'�4�` _ \ \ — \ - --- - --- - ---- - --- \ . I 01/22/2021 - - - -- 7� --- - -- - - - - - - - - - - - - - - - - - Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 01/222021 T _ - 36"GIRR "GIRR 36"GI R \ \\ / _ I Project Milestone: Permit Set 3 "GIRR 36"GI "GIRR // I 2� Construction I \ \ 3 R 36"GIRR -�� GIRR Landscape Plan 36"GIRR 36"GIRR r GIRR RR By stamping and signing the improvement plans,the Registered Engineer ensures the Overall P 9 / / I District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. o— Landscape PIan 0veraII20' 40' Acceptance h the improvement plans by the District does not relieve the RegisteredEngineer of these responsibilities.iq EaLl .00 Horizontal Scale: 1" = 20' BY: DATE: ADA COUNTY HIGHWAY DISTRICT ��o NOTES: Landscape Notes: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS A. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. �1 ��1/►� T H E REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO r'� W_ RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN B. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY LAN D STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; DEMOLITION OR CONSTRUCTION OPERATIONS.ANY DAMAGE TO EXISTING UTILITIES YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE SHALL BE CONTRACTOR'S RESPONSIBILITY. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. C. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION OF GROUP NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NURSERYMAN'S NATIONAL STANDARD SPECIFICATIONS. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO D. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, NO COST TO THE OWNER. GALVANIZED NAILS TO PREVENT SLIPPAGE. REMOVE AFTER INSTALLATION E. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. ACCORDANCE WITH SITE GRADING PLAN. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE F. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM'PLANTING TABLETS. QUANTITY ARCHITECT IMMEDIATELY. PER MANUFACTURER'S RECOMMENDATIONS. 2"x 2"x 8'CEDAR STAKE- DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. G. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACT SPECIFICATIONS. H. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SOIL LINE ;- MULCH LAYER, KEEP MULCH 3"AWAY FROM SMOOTH AND UNIFORM GRADE 3"BELOW SURFACE OF WALKS AND CURBS IN PLANTING TRUNK BED AREAS,AND 1/2" IN LAWN AREAS. I. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 UTILIZE SOIL/ROOT PROBE AROUND TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. (APPROX. 34"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. ALL TREE PITS SHALL BE A MIX OF SEVEN PARTS TOPSOIL (AS SPECIFIED IN THESE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY VOLUME. UJ POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. �� ',FINISH GRADE J. ALL NON-TURF PLANTERS SHALL RECEIVE 3"DEPTH 1" PERMABARK MULCH. REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP /\\/\\ �� /\/ K. CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR. z OF ROOTBALL, REMOVE ALL NAILS,TIES, AND PLASTIC \ / \ V �� / / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS L. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO V/VAjAA �j��A/ LANDSCAPE ARCHITECT. M. LANDSCAPE REPAIR ASSOCIATED WITH PROPOSED WET AND DRY UTILITY TRENCHING WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE AND INSTALLATION WITHIN EXISTING LANDSCAPED AREAS SHALL MATCH EXISTING LEFT ON THE BOTTOM OF THE ROOTBALL. GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE PATTERNS. ui j /\x// SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL N. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED Q 2x ROOTBALL DIAMETER WATER USES. Deciduous Tree Planting 3x ROOTBALL DIAMETER 0. IRRIGATION SYSTEM SHALL BE FULLY FUNCTIONAL, INCLUDING CONTROL SYSTEM, PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. Scale: NTS P. REFER TO TREE PLANTING DETAIL, SHEET L1.50 FOR ADDITIONAL INFORMATION. Q. REFER TO SHRUB PLANTING DETAIL, SHEET L1.50 FOR ADDITIONAL INFORMATION. R. NO TREES SHALL BE PLANTED WITHIN 10'OF ANY ACHD STORM DRAIN UTILITY, O INCLUDING PIPES, INLETS, SAND AND GREASE TRAPS,AND MAN HOLES. S. NO TREES SHALL BE PLANTED WITHIN 5'OF ANY CITY WATER SERVICE. z IEEE y = a � WATER RETENTION O MULCH LAYER BASIN O CD V/VAjAA /AA/VA// COMMERCIAL \\%\%�\%�\% %\\%\\%�\%�\%\\%\\%\\%\\%\\%\\% BACKFILL WITH SOIL PLANTING O FERTILIZER TABLETS \\j//\/\�/ / \\ MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. O 70 z � o � w Roo �e cc W yo J z M �a wcz W3: Lo O CD Shrub Planting 2 Scale: NTS Revisions OF IDgh,O T. �`a IA-16589 41VDSCAY�\\\\ 01/22/2021 Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 01/22/2021 Project Milestone: Permit Set Construction Landscape Plan By stamping and signing the improvement plans,the Registered Engineer ensures the Details District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. E a BY: DATE: ■ 0 ADA COUNTY HIGHWAY DISTRICT # CALLOUT NUMBERS COORDINATED Keynotes. TO NUMBERED NOTES BELOW.0 ��-= s � OS 1. FIELD LOCATE 1-IN DOMESTIC WATER LINE AND 3/4-IN WATER METER IN THIS rj �� THE APPROXIMATE LOCATION. CONNECT MAINLINE AND EXTEND AS SHOWN ON PLANS. L AND 2. INSTALL REDUCED PRESSURE BACKFLOW DEVICE IN THIS APPROXIMATE LOCATION . PER DETAIL 9/1-2.50. � - GROUP O 3. INSTALL IRRIGATION CONTROLLER IN A STAINLESS STEEL PEDESTAL IN THIS APPROXIMATE LOCATION. IRRIGATION CONTRACTOR SHALL PROVIDE ALL REQUIRED - - - - - - - - - - - - - - - - - i ELECTRICAL CONNECTIONS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE AND 120 VOLT POWER WIRES. so SD SD SD SD ALL ABOVE GRADE WIRES SHALL BE LOCATED IN RIGID STEEL CONDUIT. INSTALL (2) : ---- .-- oig 1" 1 BLUE 14 GAUGE WIRES FROM THE CONTROLLER TO THE LAST VALVE FROM EACH Ustick Road CONTROLLER FOR FUTURE USE. COORDINATE WITH ELECTRICAL. HP= OHP S 1" 11I Irrigation Notes. o I W "� 1" OHP 0 - - A. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 12 G.P.M. Cn 0 - OHP OHP OHP OHP- 1 1 1 _ 1" 1 1„ AND 62 P.S.I.AT THE SOURCE. 3 4 5 6 7 - B. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY VV 1 - � - Aki !y DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING 1115 UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. so I0 C. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, 0 MECHANICAL,AND ELECTRICAL ENGINEERING SHEETS. I D. CONTRACTOR TO COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND ri_'_ 8.78 2 9.64 3 9.79 4 11.2 5 11.2 6 11.2 7 11.2 �_ S SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. 8 8.93 9 8.93 19 8.70 11 8.78 12 11.2 13 11.2 14 11.2 15 11.2 16 11.8 17 11.8 E. ALL SLEEVES TO BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES TO BE TAPED OR CAPPED AND UJ MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. STAKES ARE NOT TO BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. rl 8 11.3 ® ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE 1" GIRR OF PAVEMENT. PROVIDE COMPACTED BACKFILL. F. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR a THIS WORK. UJ ri 9 11.3 ® G. IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON PLAN. 1„ I CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN FUTURE PAD i FUTURE PAD SAN 18 11I PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED Q CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDINGS 26 11.2 O 19 ® THROUGH APPROPRIATE SIZED CONDUIT. Z I FUTURE PAD 1" 20 1 1 H. IRRIGATED AREAS CONTAINING VEGETATION WHICH POTENTIALLY MAY IMPEDE 21 3: PERFORMANCE OF A POP-UP SPRINKLER AND/OR ROTOR HEADS ARE TO BE � 1" REPLACED WITH A 12"HIGH POP-UP HEADS. 21 11.3 p' 1„ 22 ® I. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, O � I 1" AND MANUFACTURER'S RECOMMENDATIONS. J. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT &NE M R 22 11.2 TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. CZ ® K. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR EP EP EP EP M R 1" I ADDITIONAL REQUIREMENTS. --EP �_EP �EP L. ALL 24 VOLT POWER WIRES SHALL BE #14 AWG COPPER. ALL ABOVE GROUND y CEP EP I 23 11.3 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC CONDUIT. ALL 24 VOLT WIRES I EP EP EP M R 1„ p ® SHALL BE TAPED TOGETHER AT TEN FOOT(10'-0") INTERVALS. �-EP EP M. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS SAN EP EP -6 AND ORDINANCES. EP 24 11.2 SAN i ® N. IRRIGATION CONTRACTOR SHALL PROVIDE AN AS-BUILT IRRIGATION PLAN UPON EP EP EP 1" I COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. a SAN L , - _ 0. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN w OWN� 4111111111111, _ mom 411111iiiio mom - - EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; O = - _ 25 11.3 ® REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR CAI SHALL BE FREE OF EXPENSE TO THE OWNER. P. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND w �� _� SAN 26 11.2 23 1 1 SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. _ I_ 1" 24 Q. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE Q �_ 1 QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS _ o � I �� MUD on. _ 1" 25 1�� 1�� OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE Gum 27 6 71 1" 1 ® PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. 1 R. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS 1" 1 TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT 26 LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS O � W W W W W ® �27 ,: ® REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL - - W - CZ ENSURE HEAD TO HEAD COVERAGE. C O � W W W----- W W ® 1 w 3 p\ S. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW 11. ® PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY ARE TO BE LOCATED IN THE W W W IW4§ LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. ® W W W- C S.A. IRRIGATION MAINLINE SHALL BE SLEEVED UNDER ALL HANDSCAPE. CAI, W W P C ® L Z SLEEVING MAY NOT BE SHOWN FOR MAINLINE FOR GRAPHICAL PURPOSES. ___®EP ® ® W 1 BF -- I T. LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY C W W W ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO w a" 1� 2 CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. � FP ® U. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE W CDARCHITECT. co 28 11.3 V. CONTRACTOR SHALL SCHEDULE A MEETING WITH LANDSCAPE ARCHITECT AND ® 1 28 1" � Revisions OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION CONTROL 10 ® 1„ SYSTEM TO DETERMINE PROCEDURES OF INSTALLATION OF IRRIGATION CONTROL ° 29 SYSTEM. Drip Irrigation Notes. r29 11.2 30 W. PIPE VELOCITIES SHALL NOT EXCEED 5 FT/SEC. A. ALL PLANTER BEDS ARE TO BE IRRIGATED W/DRIP IRRIGATION AS INDICATED ON X. AREAS WHERE FULL CIRCLE HEADS ARE REQUIRED, NON-REVERSING CIRCLE PLANS.THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER 31 ®� HEADS SHALL BE INSTALLED. PARTIAL CIRCLE HEADS WITH REVERSING MANUFACTURERS RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: a" 30 11.2 DIRECTION ARE PROHIBITED FOR USE OF 360'ROTATION. A.A. EACH DRIP ZONE SHALL RECEIVE A DRIP ZONE CONTROL KIT WITH PRESSURE 1 Irrigation Execution. REGULATION AND 120 MESH (MIN.)STAINLESS STEEL FILTRATION SCREEN. ® : ( A. REMOTE CONTROL VALVES: A.B. ALL TUBING IS TO BE STAKED DOWN WITH 6"SOIL STAPLES AT 24"INTERVALS FUTURE PAD I A.A. INSTALLED (1) REMOTE CONTROL VALVE PER VALVE BOX. ENSURE THAT (MIN.)ALL FITTINGS SHALL RECEIVE (2) STAPES IN OPPOSING DIRECTIONS. 31 11.3 I ADEQUATE SPACE IS PROVIDED AROUND ENTIRE VALVE FOR EASE OF B. IF WEED BARRIER FABRIC IS USED IN LANDSCAPE BEDS, DRIP IRRIGATION SHALL BE 1" ' MAINTENANCE. ROUND VALVE BOXES ARE NOT PERMITTED. INSTALLED UNDERNEATH FABRIC AND STAPLED AS INDICATED ABOVE. A.B. VALVE BOXES SHALL BE GREEN OR BLACK WITH GREEN LIDS. \ C. ALL LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT DEPTH I B. IRRIGATION CONTROL WIRE: \ INDICATED IN TRENCH SECTION DETAIL. SIZE AS NECESSARY. 32 9.30 1/„ I B.A. ALL WIRE SPLICES SHALL BE INSTALLED WITH A WATERPROOF WIRE \ D. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS o 1" CONNECTERS AND DBY/R CAP OR BLAZING NUT WIRE SPLICE CONNECTOR. \ \ RESPONSIBLE TO PROVIDE THE OWNER WITH AS-BUILT DRAWINGS AND FUTURE PAD I ® � B.B. ALL WIRE SPLICES SHALL BE LOCATED IN VALVE BOXES AND INDICATED ON INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. p I AS-BUILT DRAWINGS. PROVIDE AS A MINIMUM,36"OF EXTRA WIRE AT ALL LL I 33 11.3 WIRE SPLICES AND REMOTE CONTROL VALVE CONNECTIONS. \ \ 1 B.C. CONTROL WIRE SHALL BE INSTALLED WITH PROPOSED MAINLINE. IF CONTROL p ® � WIRE LEAVES PIPING TRENCH,WIRE SHALL BE INSTALLED AT A MINIMUM OF Ip \ _ r34 10.3 I DEPTH OF 12". \�� 5� Ew T 'yo C. PIPING (USE THE FOLLOW): _ _ 1 32 C.A. 2-1/2"AND SMALLER I SDR 21 SCH.40 PVC, SOLVENT-CEMENT JOINTS: �cn \\ \ 00 1" 4 3 ® � C.B. 3"AND LARGER I SDR 26 CLASS 200 RUBBER GASKETED PVC WITH DUCTILE ,~ w 3 35 11.3 35 1 IRON JOINT RESTRAINT SYSTEM, LEEMCO OR APPROVED EQUAL. -16589 ~' 36 1" C.C. TRENCHES SHALL BE PHOTO DOCUMENTED AND SUBMITTED ARCHITECT � � 4 � -- - - ___ _ __ _ _ __ _ 0 1" PRIOR TO BACKFILLING. i/ L \ - - - - - - - _ _ ® C.D. BACKFILL TRENCHES CONSISTING OF SAND, FINE GRAVEL OR SELECT EARTH �/��NDSCA4� - _ _- - __ _ ___ _ __ _ _ _ __ _ _ __ _ _ __ _ _ _ _ r36 6.55 1 I FREE OF LARGE LUMPS OR ROCKS LARGER THAN 4"SHALL BE USED IN AND I III 1 AROUND INSTALLED PIPE. 0112212021 ct No.: 119025 3f�"GIRR "GIRR �� ® Date Projeof Issuance: 01/22/2021 36 GI R _ Plans Are Accepted For Public Street\\ 3 GIRR 36 GI R "GIRR 3 ' R GIRR Project Milestone: Permit Set > 36"GIRR 36"GIRR GIRR RR R Construction Irri ation Plan E d _ \� 36"GIRR _ g - - - - � - By stamping and signing the improvement plans,the Registered Engineer ensures the p g Overall - - - --- - -- - - - --- - --- - --- - - _ l District that the plans conform to all District policies and standards. Variances or -- - - waivers must be specifically and previously approved by the District in writing. E Irrigation Plan Overall 0 20' 40' Acceptance the improvement plans by the District does not relieve the Registered aEngineer of these responsibilities. Horizontal Scale: 1" = 20' BY: DATE: L2mOO ADA COUNTY HIGHWAY DISTRICT ��o HEAVY DUTY VALVE BOX, CHRISTY VALVE ID TAG. HEAVY DUTY VALVE BOX, 24"x 3M DBY-R SPLICE KIT WITH REMOTE CONTROL VALVE PER 20"x 13"MIN. 13" MIN. INCREASE AS NEEDED TWIST-ON CONNECTORS, OR \\ �i►,�� PLANS DRIP ZONE VALVE KIT PER PLANS TO PROVIDE CLEARANCES APPROVED EQUAL. ��/�� THE FINISH GRADE AT TOP OF TRENCH SHALL MATCH CHRISTY VALVE ID TAG. STATED IN NOTES BELOW. LAND / 3"MIN. FINISH GRADE (ie� 0 SURROUNDING FINISH GRADE 5"MAX. SCH. 80 UNION WITH SCH. 80 FINISH GRADE • SCH. 80 UNION WITH SCH. 80 3M DBY-R SPLICE KIT NIPPLES BOTH SIDES. 3 MIN. - GROUP FINISH GRADE NIPPLES BOTH SIDES. WITH TWIST-ON MATCO BRASS ANGLE VALVE WITH 511 MAX. \ //\ \zo / \\ j \\//\\ j/ ° °, EXTENDED 24"ABOVE GRADE MATCO BRASS ANGLE VALVE WITH PAINTED 2"x 4"STAKE CONNECTORS, OR CROSS TOP. SIZE TO MATCH \i\ /\ ° 18 CROSS TOP. SIZE TO MATCH REMOTE 3 APPROVED EQUAL. REMOTE CONTROL VALVE. 3"MIN. CONTROL VALVE. MIN. SOLVENT WELD BELL SCH. 80 NIPPLE. LENGTH AS o p LATERAL �c ( ) o III END PVC PIPE TO SCH. REQUIRED TYP. z 6.p \/\/ j\\\ / / / ° SCH. 80 NIPPLE. LENGTH AS I 80 NIPPLE, CUT FILTER FABRIC BARRIER ON SIDES o q/y!/ FPry \\ ° REQUIRED (TYP.). o THREADS OFF GLUED N�c py! \\ ��\\/\ \\\/ / \/\\ ° ° ° I III o IIII III END. AND BOTTOM OF VALVE BOX. 12 AWG TRACER WIRE \\ \\\\\- '\\ ° ° FILTER FABRIC BARRIER ON SIDES / i/ MIN. 24"COVER/ AND BOTTOM OF VALVE BOX. I I BRICK PAVERS 1 OF 4 BARE COPPER \/ / / / / \ MIN. 18" ° ° BRICK PAVERS (1 OF 4) MAINLINE / \ p \ \ / EXTENSION ° ° ° 6" DEPTH PEA GRAVEL SUMPSAND OR ROCK FREE SOIL /\\\\\/ \ \� p ° ° 6" DEPTH PEA GRAVEL SUMP SCH. 80 UNION WITH SCH. 80 SOLVENT WELD BELL END \ AROUND ALL PIPE i \\ \\/ ° SCH. 80 UNION WITH CONTROL WIRES.TAPE TO NIPPLES BOTH SIDES. PVC PIPE TO SCH. 80 / \�\ A4 ° CONTROL WIRE.TAPE TO MAINLINE SCH. 80 NIPPLES BOTH MAINLINE IN 10' INTERVALS. NIPPLE, CUT THREADS OFF °° ° ° IN 10' INTERVALS. GLUED END. \ / \\\//\ ° ° ° a ° SIDES. PVC LATERAL OR j\\\/\� ° ° ° ° ° ° ° ° /\� \\\\\/\j MAINLINE O / \\\\\ \ °° NOTES: j\\\/j NOTE: 1. ALL PVC FITTINGS SHALL BE SCH.40 UNLESS OTHERWISE NOTED. LU PVC SLEEVE TWICE THE SIZE �/ \ / / 1. ALL PVC FITTINGS SHALL BE SCH. 80 UNLESS OTHERWISE NOTED. 2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT.TAGS SHALLMIJ TAPE AND BUNDLE CONTROL / \j\\\ \\ \\/� OF IRRIGATION LATERAL OR \�\�\\/\\\ \\ \\ \\ \\ \\ \\�\ 2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT.TAGS HAVE DIGITAL LETTERING/NUMBERING ONLY. WIRE AT 10-0 O.C. INTERVALS, /\\ \ \/ MAINLINE \�\� SHALL HAVE DIGITAL LETTERING/NUMBERING ONLY. 3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. PLACE TO SIDE OF MAINLINE 3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. 4. CENTER DRIP ZONE KIT ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX.A MINIMUM OF 3"CLEARANCE CONTROL WIRE SLEEVE.WIRE SHALL \\ � � � � � � �� 4. CENTER REMOTE CONTROL VALVE ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX.A MINIMUM SHALL BE PROVIDED ON ALL SIDES OF ANGLE VALVE AND DRIP ZONE KIT ASSEMBLY. NOT BE RAN IN SAME SLEEVE AS '��\/��\'��\��\'��\��\�� OF 3"CLEARANCE SHALL BE PROVIDED ON ALL SIDES OF ANGLE VALVE AND REMOTE CONTROL VALVE. 5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE SPECIFIED W \\\/ IRRIGATION PIPING. 5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE LATERAL SIZE ON PLANS. SPECIFIED LATERAL SIZE ON PLANS. 6. ALL DRIP ZONES SHALL HAVE A FILTER WITH STAINLESS STEEL SCREEN AT A 120 MESH (MIN.). Q TRENCH SECTION REEVING SECTION 3 REMOTE CONTROL VALVES (ANGLE VALVE) 4 DRIPLINE REMOTE CONTROL VALVE (ANGLE VALVE) Z SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS a o IRRIGATION SCHEDULE C i DRIP REMOTE CONTROL VALVE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL HUNTER PROS-04-PRS30-CV 8' RADIUS 30 5/1-2.50 L2 50Q T Q F TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. WITH FACTORY INSTALLED FINISH GRADE (MULCH) DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT 2"MAX. MATERIAL. BACK OF WALK I I PVC SUPPLY HEADER FINISH GRADE (MULCH) HUNTER PROS-04-PRS30-CV 10' RADIUS 30 5/1-2.50 OR CURB m TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. WITH FACTORY INSTALLED 17 MM ELBOW C Q T H F ROW SPACING PER PLAN FINISH GRADE (TOP SOIL) DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. aCL DRIPLINE PERIMETER LATERALS N HUNTER PROS-04-PRS30-CV 12' RADIUS 30 5/L2.50 O I \\� \\\ FINISH GRADE I 4"FROM EDGE � C (P &**#0 TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. WITH FACTORY INSTALLED INSTALL 1/4"ABOVE GRADE FINISH GRADE (TOPSOIL) l� o o Q T H TT TQ F DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT y \\ \/ \\/ ....... / MATERIAL. r � \\\ %\\ �\ I I 17MM FEEDER TUBING - C HUNTER PROS-04-PRS30-CV 15' RADIUS 30 5/L2.50 CD \\\� / / POP-UP SPRAY HEAD LENGTH AS REQUIRED - TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. WITH FACTORY INSTALLED /aOD�/ 3 = Q T H TT TQ F DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT O MARLEX STREET ELBOW I I / MALE ADAPTER � MATERIAL. � Q 900 ELBOW SPIRAL W. PVC TEE (SST) BARB FITTINGS LINEAR LOW DENSITY POLYETHYLENE SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL SWING PIPE (24"LONG MAX.) I I WIDTH PER PLAN HUNTER ICZ-101-25 4/1-2.50 DRIP CONTROL ZONE KIT. 1"ICV GLOBE VALVE WITH 1"HY100 FILTER PVC LATERAL-REFER SYSTEM. PRESSURE REGULATION: 25PS1. FLOW RANGE: 2 GPM TO 20 O TO TRENCH DETAIL FOR _ GPM. 150 MESH STAINLESS STEEL SCREEN. L- SECTION STAPLE ALL TEES, DEPTH. _ AREA TO RECEIVE DRIPLINE 6/L2.50 O 70 SCH.40 TEE (SST) OR ELBOW (ST) ELLS,AND 2"O.C. - HUNTER HDL-06-18-CV PVC SUPPLY HEADER o PVC LATERAL LINE _ HDL-06-18-CV: HUNTER DRIPLINE W/0.6 GPH EMITTERS AT 18"O.C. IY g CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE UJ e LATERALS SPACED AT 18"APART,WITH EMITTERS OFFSET FOR y N L2.50 NOTE: MIJ PLAN VIEW 1. DRIP IRRIGATION SHALL BE PLACED UNDER TRIANGULAR PATTERN. INSTALL WITH HUNTER PLO BARBED OR PLD-LOC � WEED BARRIER AND MULCH. FITTINGS. Cn SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL w HUNTER ICV-G 3/1-2.50 0 SPRAY HEAD SPRINKLER DRIPLINE LAYOUT DRIPLINE LATERAL CONNECTION GLOBE CONFIGURATION,WITH ELECTRNPTTHREADED N EOT/OUTOLET FORS' W c 5 SCALE: NTS 6 SCALE: NTS 7 SCALE: NTS COMMERCIAL/MUNICIPAL USE. 0 ZURN 375 3/4 912.50 Revisions BF REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZE 3/4-IN REDUCED PRESSURE BACKFLOW HUNTER IC-4200-PED-SS 10/1-2.50 PREVENTER PER PLAN. GALV. UNION © MODULAR CONTROLLER,36 STATIONS, OUTDOOR MODEL, STAINLESS TEE WITH 1" PLUG FOR STEEL PEDESTAL. COMMERCIAL USE.WITH SIX ICM-600 MODULES STRONG BOX ENCLOSURE. FOR 1"AND SMALLER R.P.V. SPRINKLER BLOWOUT BY INCLUDED. FINISH GRADE USE SBBC-30AL, LARGER THAN 1"R.P.V. USE SBBC-45AL. AIR COMPRESSOR. PROVIDE LOCKING KIT PQC 1-IN SERVICE DOWNSTREAM OF 3/4-IN DOMESTIC WATER METER AIR GAP � (� NETAFIM LINE FLUSH z STAINLESS STEEL PEDESTAL IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1/1-2.50 VALVE (TLSOV) '� ENCLOSURE PER PLANS. INSTALL 10" ROUND VALVE BOX N 10.5" PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH.40 FITTINGS PER MFG INSTRUCTION. 10"ROUND VALVE BOX z 7 - 6" � T I 4"THICK CONCRETE FROM 1/2"-2-1/2"PIPE SIZES.ALL PIPE 3"AND ABOVE SHALL BE CLASS FINISH GRADE 1 PAD, SIZE AS REQUIRED 200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO. TO PROVIDE 6"OFFSET IRRIGATION MAINLINE: PVC SCHEDULE 40 1/1-2.50 10"0 CLASS 200 PVC \\ ON OUTSIDE END PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH.40 FITTINGS BRICK PAVERS 1 OF 3 \\� �� AROUND ENTIRE FROM 1/2"-2-1/2"PIPE SIZES.ALL PIPE 3"AND ABOVE SHALL BE CLASS ( ) �\\�i�� '�\ \. \\��\� 200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO. \��\�.< ENCLOSURE. ISOLATION VALVE. LEEMCO GATE i\\\ 8 DEPTH \\ \ i VALVE WITH GROSS TOP \\i \i\\i�\ \ PEA GRAVEL \ \i� PIPE SLEEVE: PVC CLASS 200 SDR 21 2/L2.50 IIII I \\i i\i\\\ \i \i\ \i 6" MIN.THICK CONCRETE PAD. PIPE SLEEVE SHALL BE TWICE THE SIZE OF DESIGNED PIPE DIAMETER FOR \�\\�E OF 0,1 DRIP TUBING PER PLAN (LGT11 SIGATIO SIZE TO MATCH \� \�\\i EXTEND 12 BEYOND END OF �P y / IRRIGATION MAINLINE SIZE. � i\\i\\�\,�i ' � MAINLINE AND 4 FOR LATERAL LINES. INSTALL ADDITIONAL 2 SLEEVE AT �� 5 T O \\\�\\ij PEDESTAL, MIN. ALL MAINLINE SLEEVES FOR CONTROL WIRES OR WHERE CONTROL WIRE DOMESTIC WATER LINE \\� \\�\\�\\\i\y�\ GALV. ELBOWL SOLVENT WELD BELL END PVC ° ° ° ° LEAVES MAINLINE ROUTE. ° (3) BRICK SUPPORTS CONNECTION / , PIPE TO SCH. 80 NIPPLE, CUT ° ° ° ° 6" MIN. DEPTH COMPACTED Valve caiiout c W /\ \ valve Number THREADS OFF GLUED END. ` \i DRAIN VALVE.VALVE SHALL BE OFFSET SUB-GRADE LA-16589 GALV. NIPPLE LENGTH AS REQUIRED. .,\\ \\� # # Valve Flow id 4 FROM SERVICE LINE WITH GALV.TEE AND GRAVEL SUMP (1 CUBIC FOOT) MATCH MAINLINE SIZE (TYP.) y \\. POWER SUPPLY SCH.40 (2) SCH.40 CONDUIT WITH 12"PIPE �i L NIPPLE.%" BUCKNER VBM BRASS ANGLE CONDUIT WITH 12"PIPE SWEEP SWEEP #" Valve size //��NDSCA4� VALVE WITH VERTICAL 2"NIPPLE. '\�\� ZI I I 11 2 CUBIC FEET OF PEA GRAVEL 01/22/2021 Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 01/22/2021 NOTES: Project Milestone: Permit Set 1. ALL FITTINGS&PIPING SHALL BE TAPE-WRAPPED SCH.40 GALVANIZED STEEL FROM THE NOTES: Construction POINT OF CONNECTION TO THE LAST ELBOW SHOWN BEYOND THE BACKFLOW DEVISE. 1. IRRIGATION CONTRACTOR SHALL GROUND PEDESTAL, CONTROLLER AND Irrigation Plan _ 2. PROVIDE 3"CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW-OFF PLUG. INCREASE TWO-WIRE PATH AS SPECIFIED PER MANUFACTURES RECOMMENDATION. By stamping and signing the improvement plans,the Registered Engineer ensures the Details ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES. District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. AcceptDRIP FLUSH VALVE REDUCED PRESSURE BACKFLOW ASSEMBLY IRRIGATION CONTROLLER PEDESTAL MOUNT Engineer serthe espravementplansbytheDistrictdoesnotrelievetheRegistered Engineer of these responsibilities. SN Eo 8 9O SCALE: NTS SCALE: NTS SCALE: NTS BY: DATE: L2m5O ADA COUNTY HIGHWAY DISTRICT MUSGROVE %'�� THE ENGINEERING,P.A. �� 234 S.Whisperwood Way .I. LAND ELECTRICAL LEGEND ELECTRICAL Bo208.34.058509 . 208.384.0585 www.musgrovepa.com GROUP ABBREVIATIONS OVER 40 YEARS OF EXCELLENCE COMcheck Software Version 4.i.3.o LIGHTING Proieallo. 19-359 Exterior Lighting Compliance Certificate REFERENCE FIXTURE SCHEDULE FOR MOUNTING TYPE,MOUNTING HEIGHT, A AMPERES AND FIXTURE TYPE. AC 6"ABOVE BACKSPLASH AFF ABOVE FINISHED FLOOR Project Information -❑ POLE LIGHT, 1 HEAD WITH POLE AFG ABOVE FINISHED GRADE Energy Code: 2015 IECC AF AMP FRAME 1013012020,E Project Title: Eagle Commons at Ustick and Eagle ❑- 0 POLE LIGHT,2 HEADS WITH POLE AIC AMPS INTERRUPTING CAPACITY Project Type: New Construction AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH Exterior Lighting Zone 2(Neighborhood business district) ® HISTORIC POLE LIGHT WITH POLE AWG AMERICAN WIRE GAUGE BD BOTTOM OF DECK ELECTRICAL GENERAL NOTES Construction Site: Owner/Agent: Designer/Contractor: BS BOTTOM OF STRUCTURE Wadsworth Development Group Musgrove Engineering DEVICES 3085 E Ustick Road 234 S Whisperwood Way C CEILING MOUNTED Meridian, ID Boise, ID 83709 C CONDUIT 208-384-0585 CB CIRCUIT BREAKER A. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE;THEREFORE, (2) JUNCTION BOX CF COMPACT FLUORESCENT THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL,MECHANICAL, Allowed Exterior Lighting Power PAD MOUNT CKT CIRCUIT AND PLUMBING DIVISIONS PRIOR TO ROUGH-IN. REFER TO AND COORDINATE ui A B C D E TRANSFORMER CO CONDUIT ONLY, PROVIDE PULL-LINE WITH ARCHITECTURAL, MECHANICAL,AND PLUMBING DRAWINGS FOR CT CURRENT TRANSFORMER ADDITIONAL WORK THAT IS REQUIRED BY THE ELECTRICAL CONTRACTOR. Area/Surface Category Quantity Allowed Tradable Allowed Watts CTL CONTROL Watts/Unit Wattage (B X C) DC DIRECT CURRENT B. PROVIDE PULL-LINE IN ALL EMPTY CONDUITS. Parking(Parking area) 43650 ft2 0.06 Yes 2619 (D) DEMOLITION C. CONTRACTOR SHALL COORDINATE WITH AN UNDERGROUND LOCATING Total Tradable Watts(a)= 2619 DEMO DEMOLITION SERVICE PRIOR TO COMMENCING WORK. SEE CIVIL DRAWINGS FOR Total Allowed Watts= 2619 DET DETAIL ADDITIONAL SITE INFORMATION. COORDINATE WITH OTHER SITE DISCIPLINES. UJ Total Allowed Supplemental Watts(b)= 600 DTT DOUBLE TWIN TUBE (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. CIRCUITING SYMBOLS E EMERGENCY D. SITE LIGHTING AND UTILITYEQUIPMENT SHOWN IN APPROXIMATE LOCATION. Q (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. (E) EXISTING COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS,PROPERTY LINES,AND EC ELECTRICAL CONTRACTOR UTILITY COMPANIES PRIOR TO ROUGH-IN. Proposed Exterior Lighting Power EL EMERGENCY LIGHT A B C D E DESIGNATES CIRCUIT ON CURRENT CARRYING E. REFER TO POLE BASE DETAIL FOR SITE LIGHTING POLE BASE REQUIREMENTS. Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) EMERGENCY SOURCE CONDUCTORS F FUSE Fixture Fixtures Watt. (F) FUTURE F. ROUTE CONDUITS IN COMMON TRENCH WHERE POSSIBLE REFER TO UNMARKED CIRCUIT IS GONGEALED 1 NEUTRAL CONDUCTORS FACP FIRE ALARM CONTROL PANEL TRENCHING DETAIL. Parking( Parking area 43650 ft2):Tradable Wattage CEILING OR WALL. MAINTAIN G/GND GROUND O LED 1: PL1: DOUBLE HEAD POLE LIGHT:Other: 1 2 204 408 CONDUIT AND CONDUCTOR SIZE GROUNDING CONDUCTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER CJ LED 2: PL2:SINGLE HEAD POLE LIGHT:Other: 1 1 102 102 THROUGHOUT ENTIRE CIRCUIT. GFI GROUND FAULT INTERRUPTER LED 3: PL3:SINGLE HEAD POLE LIGHT:Other: 1 1 102 102 Cz Total Tradable Proposed Watts= 612 HH HAND HOLE BEGINNING OF INDIVIDUAL PANEL NAME HID HIGH INTENSITY DISCHARGE T CIRCUIT NUMBER(S) HOA HAND-OFF-AUTO Exterior Lighting PASSES: INDICATED. CIRCUIT# HPS HIGH PRESSURE SODIUM ELECTRICAL SPECIFICATIONS W _ mime Design � better code INDICA Exterior Lighting Compliance Statement HVAC HEATING,VENTILATION,&AIR CONDITIONING Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, V EM NIP A-2,4,6 specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been 6 IG ISOLATED GROUND A. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE designed to meet the 2015 IECC requirements in COMcheck Ve n 4.1.3.0 and to co ith any applicable mandatory IPCO IDAHO POWER COMPANY LOCALLY ADOPTED ELECTRICAL CODE,ALL LOCAL CODES,AND TO THE FULL requirements listed in the Inspection Checklist. ACCEPTANCE OF THE AUTHORITY HAVING JURISDICTION. Kurt Lechtenberg 10/30/20 CONDUIT DOWN �, CONDUIT UP PANEL HOMERUN.(3/4"-2#12,1#12G CONDUCTORS UNO) J-BOX JUNCTION BOX cc Name-Title Si a e Date 1"-4#10,1#10G KA KILOAMP B. OBTAIN ALL PERMITS,COORDINATE,FURNISH,INSTALL,CONNECT AND TEST O KVA KILO VOLT-AMP ALL ELECTRICAL EQUIPMENT REQUIRED FOR ALL THE SYSTEMS INSTALLED RACEWAY- SIZE KW KILOWATT UNDER THIS CONTRACT TO INSURE COMPLETE AND FULLY OPERATIONAL TITY y KWH KILOWATT HOUR SYSTEMS. CONCEALED IN EXISTING QUAN LCP LIGHTING CONTROL PANEL FLOOR OR NOTE: C. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS. C)UNDERGROUND MB MAIN BREAKER AS-BUILT SET OF DRAWINGS SHALL BE UPDATED DAILY AND SHALL DOCUMENT EDISON STYLE SHARED NEUTRAL CONDUCTORS ARE NOT ALLOWED. MBR MAIN CIRCUIT BREAKER THE ACTUAL INSTALLED CONDITION OF THE ENTIRE ELECTRICAL Q CONDUIT,STUBBED,CAPPED AND MARKED EACH 1 POLE BREAKER SHALL BE FURNISHED WITH AN INDIVIDUAL MCC MOTOR CONTROL CENTER INSTALLATION. AS-BUILT SET OF DRAWINGS SHALL BE AVAILABLE AT ALL MDP MAIN DISTRIBUTION PANEL TIMES ON THE SITE FOR INSPECTION BY CODE OFFICIALS,OWNER,ARCHITECT, DEDICATED NEUTRAL CONDUCTOR. Project Title: Eagle Commons at Ustick and Eagle Report date: 08/07/20 WITH PULL CORD AS SPECIFIED MLO MAIN LUGS ONLY Data filename: P:\Files\2019\19359\CALLS\ELEC\19359 Elec_Compliance.cck MMC MODULAR METERING CENTER AND ENGINEER. 0 MH METAL HALIDE = Q MSB MAIN SWITCH BOARD D. PROTECT ALL EXISTING WORK FROM DAMAGE DURING CONSTRUCTION. O MTG MOUNTING O NOTE: THIS IS A STANDARD LIST OF COMMONLY USED ELECTRICAL SYMBOLS. SOME N NEUTRAL E. COORDINATE ALL ELECTRICAL WORK WITH ALL OTHER TRADES. Y OF THE SYMBOLS SHOWN MAY NOT HAVE BEEN USED IN THIS DRAWING (N) NEW C O C..) PACKAGE. NC NORMALLY CLOSED F. ALL MATERIALS AND EQUIPMENT FURNISHED TO THE PROJECT SHALL BE NEW NEC NATIONAL ELECTRICAL CODE AND SHALL BEAR THE LISTING LABEL OF A NATIONALLY RECOGNIZED TESTING Roo U) NIC NOT IN CONTRACT LAB AS DEFINED BY OSHA. W NL NIGHT LIGHT CA -0 NO NORMALLY OPEN G. ALL ELECTRICAL DEVICES AND TERMINALS SHALL BE RATED 75°C MINIMUM. '0 U) NTS NOT TO SCALE < q H. ALL CONDUCTORS SHALL BE STRANDED COPPER,600 VOLT RATED. cc W .Co OH OVERHEAD INSULATION TYPE SHALL BE THHN/THWN,FULLY COLOR CODED WITH GAUGE, 44 _0 OS OCCUPANCY SENSOR U7 TYPE AND MANUFACTURER MARKED EVERY 24"ALONG. CONDUCTOR COLOR O 19-359 P POLES CODE SHALL BE AS FOLLOWS: UJ coLIGHTING FIXTURE SCHEDULE ) PC PHOTO-CONTROL 120/240 VOLT SYSTEM PVC POLYVINYL CHLORIDE PHASE A -BLACK 1 TYPE DESCRIPTION MTG. LAMPS WATTS MFG. & CATALOG NUMBER OR EQUAL BY NOTES PWR POWER PHASE B -RED Revisions EXTERIOR POLE WITH (2) LED FIXTURES POLE LED LITHONIA NO. McGRAW-EDISON NEUTRAL -WHITE PL1 FORWARD THROW DISTRIBUTION MOUNTED 4000K 204W DSX1 LED-P3-40K-TFTM-MVOLT-SPA-DDBXD 1 RE: REFERENCE GROUND -GREEN 1' 25-FOOT POLE +25'-0" 24,620 LUMEN EA. POLE: SSS-25-4C-DM28AS-DDBXD REC RECEPTACLE (R) RELOCATED I. MINIMUM SIZE WIRE FOR CIRCUITS SHALL BE#6 AWG. ALL CONDUCTORS EXTERIOR POLE WITH (1) LED FIXTURE POLE LED LITHONIA NO. McGRAW-EDISON SHALL BE ROUTED IN 1"CONDUIT MINIMUM. PL2 FORWARD THROW DISTRIBUTION MOUNTED 4000K 102W DSX1 LED-P3-40K-TFTM-MVOLT-SPA-DDBXD 1 SF SQUARE FEET 25-FOOT POLE +25'-0" 24,620 LUMEN POLE: SSS-25-4C-DM28AS-DDBXD J. MAKE ALL CONNECTIONS TO EQUIPMENT PER MANUFACTURER'S EXTERIOR POLE WITH (1) LED FIXTURE POLE LED LITHONIA NO. McGRAW-EDISON TBD TO BE DETERMINED REQUIREMENTS. TDR TIME DELAY RELAY PL3 TYPE 3 DISTRIBUTION MOUNTED 4000K 102W DSX1 LED-P3-40K-T3M-MVOLT-SPA-DDBXD 1 TK TOE KICK K. ALL CONDUCTORS IN ELECTRICAL PANELS,CABINETS AND EQUIPMENT SHALL 25-FOOT POLE +25'-0" 24,620 LUMEN POLE: SSS-25-4C-DM28AS-DDBXD TSP TWISTED SHIELDED PAIR BE NEATLY TRAINED AND LACED. CITY OF MERIDIAN TYPE 1 STREET POLE PER CITY OF EATON/STREETWORKS NO. AMERICAN ELECTRIC TRT TRIPLE TUBE PS1 LIGHTING FIXTURE WITH DAVIT TYPE POLE MOUNTED MERIDIAN 95W USSL-A02-D-U-T2-MA-BK-4N7-TH PHILLIPS 2 TTB TELEPHONE TERMINAL BOARD L. THE CONTRACTOR SHALL PROVIDE UPDATED CIRCUIT PANEL DIRECTORIES SEMI-GLOSS BLACK FINISH STANDARDS POLE: VALMONT OR KW DAVIT POLE (TYP.) TYPICAL FOR ALL PANELS. DIRECTORIES SHALL BE TYPED. CITY OF MERIDIAN HISTORIC STREET POLE PER CITY OF HOLOPHANE NO. UC UNDERCABINET M. PROVIDE ELECTRICAL SUBMITTALS FOR EQUIPMENT SHOWN AS REQUIRED BY PS3 LIGHTING POLE AND FIXTURE WITH BANNER MOUNTED MERIDIAN 70W FIXTURE: ARU-70-4K-AS-G3-B-S 2,3 UG UNDERGROUND DIVISION 1 SPECIFICATIONS. ARMS & RECEPTACLE. BLACK FINISH, STANDARDS POLE: CP12F5/18-CA/BK U.N.O. UNLESS NOTED OTHERWISE LIGHTING FIXTURE SCHEDULE NOTES: V VOLT N. ELECTRICAL CONTRACTOR SHALL OBTAIN THE AVAILABLE FAULT CURRENT 1 SUBSTITUTIONS WILL BE ALLOWED IF SUBMITTED PRIOR TO BID DATE BY THE GREATER OF: 7 BUSINESS DAYS OR THE TIME PERIOD SPECIFIED BY VA VOLT-AMPERE VALUE FROM THE LOCAL UTILITY OR THE ONE-LINE DIAGRAM AND LABEL THE DIVISION 1 SPECIFICATIONS, AND IF DEEMED EQUAL BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SUBSTITUTED FIXTURES W WATT MAIN BREAKER WITH THAT VALUE. MEET OR EXCEED THE SPECIFICATIONS OF THE FIXTURES SPECIFIED. WG WIRE GUARD 2 PROVIDE ALL MATERIALS REQUIRED PER CITY OF MERIDIAN STANDARDS. WP WEATHER PROOF/NEMA 3R 3 SUBSTITUTIONS WILL BE ALLOWED IF PRIOR APPROVAL IS PROVIDED BY THE CITY OF MERIDIAN. PROVIDED/ PROVIDE AND INSTALL/PROVIDED AND PROVIDE BY INSTALLED BY/PROVIDE AND INSTALL INSTALLED/ INSTALL FIXTURE SCHEDULE NOTE: THIS IS A STANDARD LIST OF COMMONLY USED ELECTRICAL ABBREVIATIONS. SOME OF THE ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED IN THIS DRAWING PACKAGE. Project No.: 119025 Date of Issuance: 01/22/2021 Project Milestone: Permit Set Electrical Cover Sheet EOmOO MUSGROVE %'�� THE ENGINEERING,P.A. �� 234 S.Whisperwood Way .� LAND Boise,Idaho 83709 . 208.384.0585 www.musgrovepa.com � GROUP OVER 40 YEARS OF EXCELLENCE Proi-No. 19-359 -G G G G\G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G- G KEYED NOTES : O# SYMBOL USED FOR NOTE CALLOUT. 111812021 I / 1. ROUTE CIRCUIT SITE LIGHTING METER PEDESTAL. PROVIDE 1"CONDUIT E. UStick Road - WITH 2#6, 1#6G.TERMINATE CIRCUIT ON AVAILABLE 2-POLE BREAKER IN =cn - ==_ - - -3� - - o--- � -�� _ _��--��- �- - �� \° THE METER PEDESTAL LOAD CENTER.PROVIDE PULLBOXES AS REQUIRED TO ACCOMMODATE THE CIRCUIT LENGTH.CIRCUIT TO BE CONTROLLED BY THE METER PEDESTAL PHOTOCELL.RE:E2.00 I 2. PROVIDE A JUNCTION BOX FOR FUTURE SIGN.THE JUNCTION BOX LID SHALL BE LABELED"POWER"OR"ELECTRICAL".JUNCTION BOX SHALL BE LOCATED WITHIN 3-FEET OF THE FUTURE SIGN LOCATION. ----=—_—_—_ _----��--- n O 3. 1"CONDUIT WITH PULL-LINE FROM PULLBOX TO PARKING LOT LIGHTING OHP$"- -oaa"" - -orm°g° - - H °RP��oHP o nay _ METER PEDESTAL.PROVIDE PULLBOXES AS REQUIRED TO W --- -----uap-- ——— UGP----UGP-- GP-----U --- OHP OHP --- OHP RQN - " -$'"� ACCOMMODATE THE CONDUIT LENGTH.THE DISTANCE BETWEEN IJGP__-___ asp uGso" oHP o"� " —RML _ _ PULLBOXES SHALL NOT EXCEED 300 FEET. ------------------------------------- U P UGO"N.� H2—— �———$ML Rnru �M' — —nnru — BnN mow- RnN — RMI_ _ RftN RMI — - _p� -- — — — -- — ------------------------ --------- ---------------------- UGP UGPP — — UGP"P U�HP �G�Y1� ��nuo��nHPUGP OHPUGP OHP \ OH OHP OHP OHP�OHP- 4. 120/240 VOLT,SINGLE-PHASE UTILITY TRANSFORMER PROVIDE BY IDAHO �Rnv RM Rnv FVW Rnv �1Jgp POWER COMPANY. Up 2 \ 5. UNDERGROUND SECONDARY BY IDAHO POWER COMPANY. ax R/WG AND SIGNAGE. THE UJ 7T71� Fvw 6. METER PEDESTAL CABNET SHALL BE AO 00AMPN 20/0240-VOTINSI GE-PHASE SERVICE ENTRANCE RATED METER PEDESTAL WITH INTEGRAL LOAD CENTER AND PHOTOCELLL.THE LOAD CENTER SHALL BE A 12-CIRCUIT UNIT WITH I 100-AMP RATED MAIN BREAKER. RE:E2.00.�' Q CL \ FUTURE DEVELOPMENT PAD FUTURE DEVELOPMENT PAD O FUTURE DEVELOPMENT PAD --------------------------------------------------------------------------- o, \ I C4 � EP EP EP EP EP EP EP GI EP EP R 36"GIRR 36"GIRR 36"GIRR 36"GIRR � I EP EP EP EP LO EP EP EP—EP 4, 3 IEEE—EP— \ $ EP�EP�EP�EP EPcc cc EP EP EP w I EP EP I I O - - - I I Cp y P EG I I = co I \ —— -- -- ------ -- — PL -- -- ---- - - ------ -- -- -- I cc � Q \ W O �� O EP � O �J Fp\ \\ � w 3 � O Fp `\ Roo \ 2 W y � � ` 4 L3 O I Q c I I W .� 6 I I o a) W co - FL L FL FL \ \ \ W \ FUTURE DEVELOPMENT PAD i I G I G G G G G EP - 1 Revisions ---- I I I I =xJ-x__ X I I FUTURE DEVELOPMENT PAD FL _X� x� I I FL FL — — — �R \ — — — FLU — x�X— L \ — — F� FL AFL AFL— X—X— X� I X�X—X� FL--FE �X—X n I FL�FL AFL—F� x X_X_ \ I — — — -- — — —\FL—FLU\ — — — — X—X=x — R X_ GIRR RR- ',; 36"GIRR 36"GIR 3"GIRR 36"GIRR 3 RR —I I FL EL FL — — X X X X� \ 36"GIRR 36"GIR — — — — FL — — — — — x ,✓ 'GIRR 36"GIRR 36"GIRR — 36„ERR— FL FL pL — — — — — I — 36"GIRR — 36'GIRR I Fp OHP—OHP 1 I \ OHP—OHP I �OHP i I I I I I I tiq I I I 041 I I I _ I I UGP I UGP UGP�— ------------------------------- ----o--e---------- --- ---------------------______ ProjectNo.: 119025 Date of Issuance: 01/22/2021 \ I Project Milestone: Permit Set I I I Electrical Site Plan - Electrical Site Plan - Parkin g g g Lot Li htin o 20' 40' Parking Lot Lighting Horizontal Scale: 1" = 20' El O O MUSGROVE %'�� THE ENGINEERING,P.A. �� 234 S.Whisperwood Way .� LAND Boise,Idaho 83709 . 208.384.0585 www.musgrovepa.com � GROUP OVER 40 YEARS OF EXCELLENCE Proi-No. 19-359 -G G G G�G G G G G G G G G G G G G G G G G G G G �G G G G G G G G G G G G G G KEYED NOTES : G G G G G G G G G G G G G G G G G G G G G G G G G- G - T # SYMBOL USED FOR NOTE CALLOUT. 111812021 I O $ 1. TYPE 1 STREET LIGHT WITH DAVIT POLE. INSTALL POLE AND FIXTURE PER _ — �■ �S�'C■ �oa - ISPWC STANDARDS AND CITY OF MERIDIAN SUPPLEMENTAL —.q An — — —3fi — - �-- � -�� K p �� --�� _ _��--��0— �— - �� ° SPECIFICATIONS.REFER TO SHEETS E2.00&E2.10 FOR ADDITIONAL I INFORMATION. 2. HISTORIC TYPE STREET LIGHT AND POLE.POLE TO INCLUDE BANNER I ARMS AND GFCl/WP RECEPTACLE.INSTALL POLE AND FIXTURE PER ISPWC STANDARDS AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.REFER TO SHEETS E2.00&E2.01 FOR ADDITIONAL --- - INFORMATION. I - - - - - - PS1 1 � I -aHP— - BHP - - _9FP_ - - - -OHP---OHP OHP OHP _ _ _ 8 3. PROVIDE IN-GRADE JUNCTION BOX WITHIN 3-FEET OF THE POLE BASE W GP _—�JGR --- - � --� ---aHP---------- _ 8 O PER ISPWC STANDARDS AND CITY OF MERIDIAN SUPPLEMENTAL - --- _ HP — — — psi OGP UGP �� UGfo ON UGF OHP�-af--OHP�Hy!-1 8 SPECIFICATIONS THE JUNCTION BOX LID SHALL BE LABELED -- _ - ___ ------ ------ _ -- use"�� "e __-- - - - _ - - - - - - _ - LIGHTING". REFER TO SHEETS E2.00&E2 10 ------------------------ — — — UGP GBN UGBH Uur —�GW+� UGPnuPUG� UGP UGP ____--___ bNP "ELECTRICAL"OR"STREET --- — — — — — — _ -- ---- � P ..qHp OHP OHP OHP ON OHP OHP OHP OHP— __ __ ------� 3 -------- --- � 7 FOR ADDITIONAL INFORMATION. CZ 0 6 6 4 371 u P\ `�' 4. 1"CONDUIT WITH 3#6 AND 1#6 GROUND THWN,COPPER CONDUCTORS a ` PER ISPWC STANDARDS AND CITY OF MERIDIAN SUPPLEMENTAL ` SPECIFICATIONS. UJ � I — — 5. APPROXIMATE LOCATION OF EXISTING 1"CONDUIT STUBBED FROM Q EXISTING HISTORIC TYPE STREET LIGHTING JUNCTION BOX.COORDINATE L j WITH EXISTING CONDITIONS PRIOR TO BEGINNING WORK.EXTEND 1" j CONDUIT TO NEW STREET LIGHTING JUNCTION AND INSTALL 3#6 AND 1#6 7 �II I I GROUND THWN,COPPER CONDUCTORS PER ISPWC STANDARDS AND i CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 6. APPROXIMATE LOCATION OF EXISTING 1"CONDUIT STUBBED FROM EXISTING TYPE 1 STREET LIGHTING JUNCTION BOX.COORDINATE WITH O ------------____ i EXISTING CONDITIONS PRIOR TO BEGINNING WORK.EXTEND 1"CONDUIT ------------------------------------------------------ I TO NEW STREET LIGHTING JUNCTION AND INSTALL 3#6 AND 1#6 GROUND THWN,COPPER CONDUCTORS PER ISPWC STANDARDS AND CITY OF 3 P 2 I MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 7. APPROXIMATE LOCATION OF EXISTING STREET LIGHTING FIXTURE y EP—EP—EP—EP—EP P EP EPEP EP —EP—EP I I MOUNTED ON TRAFFIC SIGNAL POLE. GI II I R 36"GIRR 36"GIRR 36"GIRR EP EP EP EP 4 i I I LO 8. APPROXIMATE LOCATION OF EXISTING UTILITY POWER POLE WITH 36"GIRR EP Fp EP Ep— I I M OVER-HEAD UTILITY LINES. II P�EP�EP�EP�EP EP EP EP EP C>I cc EP�EP I I EP EP Up C4 nn n _ _ I I I I I _ �GI — _ — I �I c O I I I I II I p _ I 0 3 I 2 itI cc Q I W O EP I I Z \EP W Roo � I y � Q Co c i I I c W Cco FL I I III I I FL L FL L—EP I I I I TG I G G G G G- 1 \ � � 2 I Revisions I i IP / _x—I—X_ I I 3 ► I FL X _X� — — x�x� FL FL FL — —x—X X — — — — x — — F FL— \ — — F� FL AFL�EL� X—X— X� X—X -:—x ��FL=F� — — R — X x�X �FL� I \ _ _ FL F F x x x X� L�FL� — — — — — X�x— I / GIRR — — — FL— _ — — _ — — _ —X , 36"GIRR 36"GIR 3"GIRR — I — — — FL FL __ — X----I-x / IRR- — — — — FL X------ l \ 36"GIRR 3 RR —I — — FL — I —x_X_ 36"GIRR — _ `1✓ 36"GIR 'GIRR 36"GIRR 36"GIRR — — 36"61RR_ FL—FL pL -I- — I — 36"GIRR — 36"GIRR I ow FP — I / ONP—OHP I / 1 � OHp I I I I I UGP I UGP UGP�— i -- ----------------- -- ' I — — — J --------------- ____ I Project No.: 119025 \ I I Date of Issuance: 01/22/2021 \ I I Project Milestone: Permit Set nnnI Electrical Site Plan - Electrical Site Plan - Street L�g g htin 0 20' 40' Street Lighting Horizontal Scale: 1" = 20' ElmlO MUSGROVE N; OML TH E ENGINEERING,P.A. "S 234 S.Boise,Ida o 837 Way .� LAN D NUMBER OF FIXTURE HEADS VARY WITH 0 Idaho 83709 . 208.384.0585 TYPE OF FIXTURE SEE FIXTURE SCHEDULE _ G RO U P www.musgrovepa.com OVER 40 YEARS OF EXCELLENCE Project No. 19-359 POLE PER SCHEDULE 1 1013012020� HANDHOLE WITH CONCEALED WELDED STEEL TENON WITH STAINLESS GROUNDING LUG STEEL BOLTS(ALL WITH POLE) RUBBED BASE TO 12"BELOW BASE COVER TO MATCH POLE WITH STAINLESS SCREWS GRADE. RUB CORNERS ROUND AND SIDES SMOOTH 120/240 V,3-WIRE NON-SHRINK GROUT UNDER BASE PLATE PACKED TIGHT SERVICE BY IPCO AFTER LEVELING METER PEDESTAL I I I 30"MIN. LANDSCAPED ' WHERE UJ SURFACE FINAL GRADE o CY) APPLICABLE CURB I MAIN 00 o 0 o SERVICE LUGS TEST BYPASS FACILITY HOOPS RODS POLE TYPE X Y D E W N METER SOCKET NO. SIZE LIN. FT NO. SIZE LIN. FT #4 ARE COPPER BOND FROM BOLT TO REBAR WITH EXOTHERMIC WELDOR m TYPE 1 -30' 24" 60" 10%2" 11" 11%2" 4 #4 21' 6 #4 36' W - COMPRESSION FITTING TYPE 1 -35' 30" 84" 10%2" 11" 11%2" 6 #4 41' 6 #6 39' SCHEDULE 40PVC 1 TYPE 2 24" 60" 8 9 8" 4 #4 21' 6 #4 27' " ( ) LENGTH OF ANCHOR BOLTS PER MANUFACTURERS PHOTOELECTRIC z_ TO HANDHOLE OR NEXT RECOMMENDATIONS. INSTALL PER FACTORY TEMPLATE. LIGHTING CONTROL HISTORICAL 24" 60" 12" 13" N/A 4 #4 21' 6 #4 27' FIXTURE AS SHOWN. _ DOUBLE LUGS WITH FLAT WASHERS AT BASE PLATE. CONTROL DAVIT 24" 72" 10%" 11" 11%z" 5 #4 31'4" 8 #5 44'N CLEAN BOLT THREADS AND SURFACES TO PROVIDE CIRCUIT CONTRACTOR ANCHOR BOLT SIZES AND LOCATION GROUNDING CONTINUITY TO POLE. MAIN BREAKER 120-V (TYPICAL) PER MANUFACTURERS 100-A,240-V AUTO SPECIFICATIONS O GALV. #4 REBAR CAGE AT 6"O.C.EACH WAY TOP TO BOTTOM. CONDUIT LEVELING INSTALL(3)#4 HORIZONTAL TIES WITHIN TOP 6"OF BASE TEST N Lw III Tr HEIGHT4" NUT F— -- ---- ----- PARKING LOT 1"MAX.GAP, CONTRACTOR MAY USE PRE CAST POLE BASE. h— ------- ----- DO NOT GROUT �. LIGHTING SUBMIT PRE-CAST DRAWING TO ENGINEER 24"ROUND FORMED FOR APPROVAL. LIGHTING&SIGN SEE SCHEDULE S AND TYPE 2 AND HISTORICAL CIRCUIT BREAKERS N VOERTIOCOALBARS POLE BASE DETAIL CA (2-POLE) F— ------- ----- SPARE RIGIDPLAS F— ------- ----- CONDUIT = a N o Y4 1oY HANDHOLE REINFORCED WITH uW) y2'NC NO.3 GAUGE RING F_ _ FUTURE SITE 3"CLEARANCE a m GROUND NUT FOR OF P WIDE WELD F OUTSIDE h— ------- ----- SIGN GROUND OF POLE COVER OF 11 GAUGE IRRIGATION PLATE NEC APPROVED O CONTROLLER GROUNDING CIRCUIT BREAKER CONNECTOR GALV.HOLD DOWN N NUT&WASHER SINGLE POLE F_ _______ _____ FUTURE SITE 2 MIN.TO 4 MAX. SITE LIGHTING POLE BASE DETAIL I — ------- ----- SIGN cc 3"CLEARANCE THREADS O NITS _ I ' _ 2"MAX.GAPS N BASE WIDTH"X" DO NOT GROUT SPARE GALVANIZED 4 Q LEVEL NUT AND WASHER TYPE 1 AND DAVIT POLE 0 BASE DETAIL Q N p SPARE „W„ GENERAL NOTES: O 1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE O Y STRENGTH OF 3,000 PSI. CJ U 2. ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF — CONCRETE FOUNDATION. O IRRIGATION 3. HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM ? _r_ CONTROLLER "D" � (a 4. BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITD UJ STANDARD DRAWING I-7-C. PATCH TO MATCH BOLT DIA.+%4' 5. TYPE 1,TYPE 2 AND DAVIT POLE TO BE PROVIDED WITH METAL,2-PIECE BASE q ASPHALT, EXISTING FINISH COVER TO MATCH POLE FINISH w M CONCRETE, BASEPLATE AND BOLT 6. ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC _0 CONDITIONS DETAIL GENERAL NOTES: MAIN BONDING IJ7 LAWN,ETC PATTERN DETAIL COMPACTED FILL IN 6"LIFTS FINISHED GRADE JUMPER 7. STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION � 00 OR PER SPECIFICATIONS 1. AUTO TEST SWITCH SHALL BE 120-V RATED. 8. SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC C PUSH PLUG AT BOTH ENDS 2. PHOTOELECTRIC CONTROL UNIT SHALL BE GROUNDING BUSS SECURED INCLUDED WITH THE PHOTOCELL,A SEPARATE TO THE SERVICE EQUIPMENT 1 1 / / 12" CONTACTOR AND A TEST SWITCH. REVISED�uLzo,s Revisions ITY OF GROUNDING C SUPPLEMENTAL DETAILS FOR ELECTRODE MERIDIAN STANDARD DRAWING NO. 1 3. NEUTRAL LUG AND NEUTRAL BUSS SHALL BE ADDITIONAL SPECIFICATIONS T2 6"RED MARKER TAPE, INSULATED FROM THE SERVICE EQUIPMENT GROUNDING TO THE IDAHO STANDARDS FOR STREET LIGHT BASE INSTALLATION RUN LENGTH OF TRENCH----';- O2 ENCLOSURE. IN FOUNDATION ELECTRODE PUBLIC WORKS CONSTRUCTION 4. THE LANDING LUG SHALL BE SUITABLE FOR MULTIPLE CONDUCTORS. 5. 2-POLE BREAKES SHALL BE GANG OPERATED. CONDUITS O 6. PRESSURE TYPE TERMINALS SHALL BE SUPPLIED O SAND BEDDING AND BACKFILL BY AFTER CONTRACTS. CONTRACTOR DETAIL NOTES: SITE LIGHTING METER BASE DETAIL # SYMBOL USED FOR NOTE CALLOUT. NTS 1. IF MULTIPLE CONDUITS SHARE TRENCH, PROVIDE SPACING BETWEEN CONDUITS. PROVIDE ZIP TIES,AND TIE ALL CONDUITS TOGETHER TO ENSURE STABILITY. 2. BURIAL DEPTH TO BE VERIFIED WITH UTILITIES AND AUTHORITY HAVING JURISDICTION: ELECTRICAL FEEDERS, COMMUNICATIONS: 24" MINIMUM UNDERGROUND SECONDARY: 30"MINIMUM UNDERGROUND PRIMARY: 42" MINIMUM SITE TRENCHING DETAIL Project No.: 119025 NTS Date of Issuance: 01/22/2021 Project Milestone: Permit Set Electrical Details E100 MUSGROVE �\ /��' ENGINEERING,P.A. ��' THE 234 S.Whidaho 8 7 Way .� LAND 3"x 3" HIGH TENON Boise,Idaho 83709 . 208.384.0585 www.musgrovepa.com � GROUP OVER 40 YEARS OF EXCELLENCE MINIMUM ALLOWABLE WIRE SIZES(AWG)' READING WINDOW, 16 38" DIA. Project No. 19-359 TYPE 1 COBRAHEAD TYPE 2-SHOEBOX HISTORICAL 316"THICK UV (ACROSS VOLTAGE AWG(MIN) VOLTAGE AWG(MIN) VOLTAGE AWG(MIN) FRESISTANCE LEXAN --1 ° ° 1— s 120 4 120 6 120 10 1 f =_— THE FLATS) 208 8 208 NOT ALLOWED 208 10 I NAMEPLATE 240 10 240 NOT ALLOWED 240 10 jj I CONTINUOUS FUSED "IN—LINE" TYPE WIRE CONNECTOR —_—' TEST BYPASS I T MODEL SEC 1791—SF OR APPROVED EQUAL 277 NOT ALLOWED 277 NOT ALLOWED 277 NOT ALLOWED L FACILITY jj I II I I I PIANO HINGE 480 NOTALLOWED 480 NOT ALLOWED 480 NOT ALLOWED —J — Lj METER SOCKET *MAX.RUN LENGTH-2500' 'MAX.RUN LENGTH-1500' "MAX.RUN LENGTH-1000' NEUTRAL LUG CONTINUOUS I RUN LENGTHS FROM SERVICE POINT TO FARTHEST STREET LIGHT BEING SERVED BY IT 11 I THE SYSTEM SHALL NOT EXCEED SPECIFIED DISTANCE PIANO HINGE `I' r `/ �J PHOTOCONTROL ., 101301W FOR EXTERIOR F———— PADLOCK HASP I WINDOW COVER�� I j DOOR AND TEST SWITCH LANDING LUGS LATCH A DEAD FRONTPANEL MOUNTING PANEL NEC APPROVED CONNECTOR b PADLOCK HASP UTILITY AREA FOR NEUTRAL WIRE,IF USED - 1 LATCH LOAD SIDE HINGED NEC APPROVED GROUNDING/BONDING HANDHOLE CONNECTOR ,� LI MAIN BONDING � LI PULL AREA DOOR JUMPER BALLAST 1/2"x6"P.V.C.CONDUIT ✓ NEUTRAL BUS I 5„ HOUSING INSTALL SLEEVE-FILL TOP 2"WITH 10 AWG.MIN.WIRE SIZE i —I 3 SILICONE GROUT I I I SERVICE FROM FUSE CONNECTOR I II GROUND BUS 1^ II CABINET To FIXTURE y1 I YI II SET SCREWS SEE MIN.ALLOWABLE I I I I FOR TYPE 1 J-BOX REQUIRED WITHIN 3 FEET I WIRE SIZES TABLE �i LI BONDING JUMPER (� LI AND OF ANY POLE WHEN DISTANCE HISTORICAL TO CABINET OR FUSED J-BOX IS STREET 50 FEET OR GREATER — GROUND CLAMP FIXTURE LIGHTS 2 2 FINISHED CONDUIT HEIGHT a' GALV.ANCHOR GRADE BOLTS,%"x 18" INSTALL .•°., _ FT' POWER FUSED JUNCTION . .?' •d:... w —II —I II I —� —ICOMPANY _ BOX dSERVICE 3, J BT1O'PE PR . .. LOAD �_� IJ I-1 L- POINT MAX STREET � e iVLIGHTS �; '., CONDUIT II SERVICE �—-� n 1. a' '• ' GROUNDING CONDUIT �l 4. ELECTRODE 7Y4" Q SERVICE LOAD CONDUIT CONDUIT 10" DIA. OPENING '. 2"MIN.SCH.40 1"MIN.SCH.40 2 r. ' PVC CONDUIT PVC CONDUIT '.�� • , •j' FRONT VIEW SIDE VIEW CONDUIT/WIRING p '•i'�':�� FOR THE NEXT (DOWNSTREAM) STREET LIGHT IN ,•: ',a• THE SYSTEM '� • F" 5"X 7"X 3" H :": GROUND ROD(Per NEC ,ti •: ' SERVICE DOOR OPENING ��'..� •. •.: O Article 250-Grounding •.e.: . ENTRANCE 01 ANCHORAGE & �; DOOR 'i:•. N Bonding Per NEC Article GROUND USE •' •'e GENERAL NOTES: o o WIRING ACCESS OPENING 30-Service) #10CUMIN. CJ (2 PER POST) 1. MASTER-KEYED PADLOCKS SHALL BE GROUNDING %' SUPPLIED WITH CABINETS,CONTACT ___ ELECTRODE NEC APPROVED .•.,4.�+ ', . + LOCATION '•'1.::''� CITY FOR PADLOCK TYPE. a® GROUNDING .a '� •!' �' md:. CONNECTOR 2. AN ADDITIONAL GROUNDING ELECTRODE SHALL BE DRIVEN 6'FROM Q p y CABINET AND WIRED TO GROUND BUS. LOAD CONDUIT 13" DIA. ENTRANCES LEGEND ADDITIONAL ELECTRODE SHALL BE SOLI CIRCLE HOUSED IN A JUNCTION BOX. V-2" 1O EACH PHASE CONDUCTOR SHALL BE FUSED AT EVERY POLE AND SERVICE JUNCTION BOX BY MEANS OF 3. NO SHRUBS OR TREES SHALL BE BOLT PATTERN IN-LINE CONNECTORS.USE ONLY FAST ACTING FUSES RATED 100K RMS AMPS,600 VAC O2 WHEN A SPLICE IS REQUIRED USE SEC MODEL 0791-0 SPLICE KIT,POLARIS SSB 2/0,OR APPROVED EQUAL PLANTED WITHIN 1 O'OF CABINET. BASE FOR SERVICE CABINET I 18V DIA. AN 18"MINIMUM SLACK LOOP IS REQUIRED IN ALL JUNCTION BOXES O3 IF DISTANCE FROM POWER COMPANY SERVICE POINT TO SERVICE CABINET IS GREATER THAN 10 FEET,A a FUSED J-BOX SHALL BE INSTALLED WITHIN 10 FEET OF POWER COMPANY SERVICE POINT.DISTANCE FROM O POWER COMPANY SERVICE POINT TO SERVICE CABINET SHALL NOT EXCEED 150 FEET. REVISED 2013 REVISED 2013 CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. CAI REVISED 2013 SUPPLEMENTAL STREET LIGHTING SUPPLEMENTAL HISTORICAL STREET LIGHT Z CITY OF MERIDIAN STANDARD DRAWING NO. SPECIFICATIONS SPECIFICATIONS SUPPLEMENTAL ONS WIRING REQUIREMENTS FOR TO THE IDAHO STANDARDS FOR SERVICE CABINET 5 TO THE IDAHO STANDARDS FOR POLE DETAIL 7 T PUBLIC WORKS CONSTRUCTION V PUBLIC WORKS CONSTRUCTION O TO THEIDA 1SPEC10E STTANDIAARDS FOR STREET LIGHT INSTALLATIONS 3 PUBLIC WORKS CONSTRUCTION = a 13'-3" O HOR. DIM. 120/240 V,3-WIRE O 12" STRAIGHT & BY IDAHO POWER HORIZONTAL Y 2 3/8" I O.D. X III 0 U NEUTRAL LUG I I I LANDING LUG O 8" R. LU y 0 METER SOCKET Q Co N AND SUPPORT 3' MIN. BACK OF SIDEWALK w Co WITHIN RIGHT-OF-WAY cc IDa L cc)TEST BYPASS W FACILITY SIDEWALK SIDEWALK O co G CURB & GUTTER CURB & GUTTER PHOTOELECTRIC LIGHTING CONTROL, CONTROL Revisions 15 A, 120 V ARM SHAFT N �. z iv a MAIN BREAKER, 5 8" D. x N 100 A,240 V GUIDE PIN w TO TEST N POINT "X" � _� LIGHTING CIRCUIT #1,240 V POLE SHAFT o* ASSEMBLED POINT "X„ LIGHTING CIRCUITS, 30 A,240 V-EACH SECTION N s 11/16" x 12 5/16" n l- LIGHTING CIRCUIT HYDRANT ALIGNMENT SLOT - #2,240 V SIDEWALK HYDRANT .. NOTE: CURB&GUTTER SIDEWALK cuRe & GUTTER SLOT AND GUIDE PIN SHALL BE POSITIONED ON THE TOP N SIDE OF THE POLE AND ARM. � � •• LIGHTING CIRCUIT USL � �IP JOINT MAST � - #3,240V UARM ATTACHMENT 6Y2" 5' MIN 0 26Y2 R. N 5' MIN GENERAL NOTES: GENERAL NOTES: _ #4 2) TING VCIRCUIT .. THICKNESS OF FILLER RING(IF NEEDED)TO 1. MATERIALS AND 1. AUTO TEST SWITCH SHALL BE 15 A, 120 V MATCH DIFFERENCE IN TAPERED TUBE CONSTRUCTION SHALL THICKNESS x 1 1/2"WIDE 2. PHOTOELECTRIC CONTROL UNIT SHALL 10' MIN CONFORM TO AASHTO 2' MIN STANDARD SPECIFICATIONS INCLUDE PHOTOCONTROL,A SEPARATOR MAIN BONDING .135•THK.(10 GAUGE)x 3" FOR STRUCTURAL o CONTACTOR,AND A TEST SWITCH M WIDE BACK-UP RING SUPPORTS FOR HIGHWAY , m m 3. NEUTRAL LUG AND NEUTRAL BUS SHALL JUMPER � SIGNS,LUMINAIRES,AND ° o o w BE INSULATED FROM THE SERVICE GROUNDING BUS NOTES: / G TRAFFIC SIGNALS,5TH EQUIPMENT ENCLOSURE SECURED TO SERVICE O EDITION aEQUIPMENT 1. ALL BUTT WELDS TO BE GROUND ENCLOSURE 4. THE LANDING LUG SHALL BE SUITABLE NB OSURE FLUSH 2. POLE SHAFT SHALL = FOR MULTIPLE CONDUCTORS GB WATER METER 2. LONGITUDINAL:BUTT WELD BY CONFORM TO ASTM A572 THE SUBMERGED ARC PROCESS 5. 2-POLE BREAKERS SHALL BE GANG GRADE 50,55,60,OR 65 STREET TREE 3. CIRCUMFERENTIAL:BUTT WELD OPERATED GROUNDING WITH PERMANENT BACK-UP RING 3. PIPE ON EACH SIDE OF A g,y�B� ADDITIONAL Project No.: 119025 CIRCUMFERENTIAL WELD O.D. 6. PRESSURE TYPE TERMINALS SHALL BE ELECTRODE NET GROUNDING Date of Issuance: 01/22/2021 SPLICE DETAIL SHALL HAVE THE SAME SUPPLIED AFTER CONTACTORS FOUNDABIION) ELECTRODE OUTSIDE DIAMETER AT THE I Project Milestone: Permit Set WELD SEE DETAIL T2 J— FOR BASE REVISED JUN 2016 _ _ REVISED 2013 STREET LIGHTING CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. REVISED JUN 2016 DETAILS SUPPLEMENTAL SUPPLEMENTAL STREET LIGHTING SERVICE CITY OF MERIDIAN STANDARD DRAWING NO. SPECIFICATIONS DAVIT POLE SPECIFICATIONS SUPPLEMENTAL T4 T 6 STREET LIGHT BASE LOCATIONS7QTO THE IDAHO STANDARDS FOR TO THE IDAHO STANDARDS FOR WIRING DIAGRAMSPECIFICATIONS (� PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION TO THE IDAHO STANDARDS FOR E2ml O PUBLIC WORKS CONSTRUCTION IRN THE LAND GROUP, INC. Eagle Commons at Ustick and Eagle Meridian, Idaho Storm Water Engineering Drainage Report Developer Wadsworth, Inc. Engineer ,,g,pNAL EN The Land Group, Inc. �� G\ST o Gf 462 East Shore Drive, Ste. 100 If Eagle, Idaho 83616 6 Contact: James Gute, PE sT 07/28/20�� Ph: 208.939.4041 J 9Te OF�pP� `JES W.G July 28, 2020 Project No. 119025 Site Planning• Landscape Architecture•Civil Engineering•Golf Course Irrigation&Engineering•Graphic Design •Surveying 462 E.Shore Drive,Suite 100• Eagle, Idaho 83616• P 208.939.4041•F 208.939.4445•www.thelandgroupinc.com or�— Eagle Commons at Ustick and Eagle �� Meridian, Idaho `/—thelandgroupinc com THE LAND GROUP, INC. 1 � Storm Water Management Report Report Purpose The following report addresses the storm drainage systems for Phase 1 of the Eagle Commons at Ustick and Eagle. The project is located at the southwest corner of Ustick Road and Eagle Road, within the City of Meridian, Idaho. Systems are included within the work that will also serve the future Phases of the Eagle Commons at Ustick and Eagle, including stub-outs for future building pad storm drainage connections. Site Description The general location of the project is described above. The site is bounded to the north ACHD public roadways (Ustick Road) and East by ITD public road (Eagle Road). The site slopes generally east to west and encompasses an area of approximately 3.29-acres. Storm Drainage Routing & Treatment: Generally, collection, routing and treatment of storm drainage from the project is as follows: 1. Roadways and parking areas slope to gutters; 2. Gutters transport collected drainage to catch basins; 3. Stormwater flows from catch basins into a storm drain piping network and sand & grease traps which transports the stormwater to seepage beds for final disposal via infiltration to the native soils underlying the project site. Air Site Planning• Landscape Architecture•Civil Engineering•Surveying 462 E.Shore Drive,Suite 100• Eagle, Idaho 83616 9 P 208.939.4041•www.thelandgroupinc.com or�a— Eagle Commons at Ustick and Eagle �� Meridian, Idaho `/—thelandgroupinc com THE LAND GROUP, INC. 1 � Storm Water Management Report Attachment A Drainage Map Air Site Planning• Landscape Architecture•Civil Engineering•Surveying 462 E.Shore Drive,Suite 100• Eagle, Idaho 83616 9 P 208.939.4041•www.thelandgroupinc.com s Noz )-154,Sy r —W W W W W W W W �lll' 27.57' ��= T H E SS -- s _ S Fip s b SS S SS90 "n , 49 . '- '—- SS SS S �� LAN D S01°05'59�i — ' GROUP T T T T T T T — �� --- � GUY S86°01'47"E 180 5T� li ANCHOR N89°39'20"E 181.46' S � 58 3' W,TR S S —'-�'— — - - 5 5 _ S OHP OAP 8 — SS L_ S / 16 GUY 2625 _ �. (FOPMERLY 5 .01') / _ AN HOR — -8 I &GUTTER IE 2623. T I GIP I RR OX N `�_2624 GHT OF WAY DEED 24"RCP / I FT O C.:r'. BOX --- INSTRUMENT No. IRRI ATI ER SPWO (ACHD SUP) SD-619 I I I J TA: 8+56.63, 0.00' 106009522 HE DW LLB I I Q a 2625100± CUR &GU - - - - U ' 26115.32 II I W = 2 1 .%,36- (s7— Area 1 P _ _ _ Area 2 I Z Q UT: cc IN, 36-IN CP (W) 43 302-SF — — - I I � a CZ a w - - _ _ _ 0 43,253-SF EP I w _ � ET II � Q I C3 Z w w S �iL A I � z l � — W _ I CO)W U I� I a I _ z O a UJ W J ® ® ® - - - - I - Z W —S oT -1 - � I O b _ J _ H H lie \ \ 5- ..P.BOX LU Lo I I LU O �- \\ Area 3 \ ISP C T SD-619 I I — CJ R RIM: 24.550- \ I W y 24.72' ' 35 982-SF 2615.65 G J 0 \ 9 RCP(E) c'� CURB&GI I CZ R C a a w I 65,36 RCP(W) W � CONCRE W M 2 \ \SPILL I Revisions Q (Nampa & Meridian Irrigation District) GI6` �� G►R Milk Lateral �R o •* ** ** ** i — — Project Na.: 119025 + —— S8 -06'0 Date of Issuance: 07.28.2020 ************ \ I I I I I I I I I inn 11 � I I I � � ._. I \\ II * * * 51 29' Exhibits - 0 50' 100' Drainage Map Exhibits-Drainage Map �E - Horizontal Scale: 1" = 50' EX01 ��o or�a— Eagle Commons at Ustick and Eagle �� Meridian, Idaho `/—thelandgroupinc com THE LAND GROUP, INC. 1 � Storm Water Management Report Attachment B Drainage Calculations Air Site Planning• Landscape Architecture•Civil Engineering•Surveying 462 E.Shore Drive,Suite 100• Eagle, Idaho 83616 9 P 208.939.4041•www.thelandgroupinc.com 0K Drainage Calculations �� R Basin Developed Volume �M THE LAND GROUP,INC. Eagle Commons at Ustick and Eagle - Area 1 Prepared By:Jim Gute Impervious Area = 43,302 sf Date:07/28/2020 Pervious Area = 0 sf Project#: 117108 lArea = 43,302 sf lArea = 0.99 acres C Coefficient = 0.95 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 21.00 ft Inf Trench Length = 42.00 ft Inf Trench Depth = 10.00 ft Storage Volume of trench = 3528 cf Total Volume = 3,528 cf Infiltration Area = 882 sf Infiltration Rate = 588 cf/hr Storage Volume Required (100-yr Storm) (based on Zone"A"IDF Curve, 100-yr Return Period) Intensity Time(min) Time(sec) (in/hr) Q dev.(cfs) V dev.(cf) V inf.(cf) Vs(cf) 10 600 3.11 2.94 1,762 98 1,664 15 900 2.62 2.47 2,227 147 2,080 20 1,200 2.28 2.15 2,584 196 2,388 30 1,800 1.82 1.72 3,094 294 2,800 40 2,400 1.37 1.29 3,105 392 2,713 50 3,000 1.17 1.10 3,315 490 2,825 60 3,600 1.15 1.09 3,910 588 120 7,200 0.66 0.62 4,488 1,176 3,312 180 10,800 0.48 0.45 4,896 1,764 3,132 360 21,600 0.30 0.28 6,120 3,528 2,592 720 43,200 0.19 0.18 7,751 7,056 695 1,440 86,400 0.12 0.11 9,791 14,112 -4,321 System Checks Maximum Runoff Developed = 3,322 cf Total Volume Provided = 3,528 cf System OK(Excess Capacity) System Recovery Maximum Runoff = 3,322 cf Other Sources = 0 cf Percolation Volume = 3,322 cf Recovery Time = 5.6 hours System Summary: 21.00 ft wide x a10.00 ft deep x 42.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 2.94 cfs System OK(Excess Capacity) Velocity = 0.41 fps Number of Traps(in parallel) = 1 CD SeepageBedSizing 119025 A.xlsx 0K Drainage Calculations �� R Basin Developed Volume �M THE LAND GROUP,INC. Eagle Commons at Ustick and Eagle - Area 2 Prepared By:Jim Gute Impervious Area = 43,253 sf Date:07/28/2020 Pervious Area = 0 sf Project#: 117108 lArea = 43,253 sf lArea = 0.99 acres C Coefficient = 0.95 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 21.00 ft Inf Trench Length = 42.00 ft Inf Trench Depth = 10.00 ft Storage Volume of trench = 3528 cf Total Volume = 3,528 cf Infiltration Area = 882 sf Infiltration Rate = 588 cf/hr Storage Volume Required (100-yr Storm) (based on Zone"A"IDF Curve, 100-yr Return Period) Intensity Time(min) Time(sec) (in/hr) Q dev.(cfs) V dev.(cf) V inf.(cf) Vs(cf) 10 600 3.11 2.93 1,760 98 1,662 15 900 2.62 2.47 2,224 147 2,077 20 1,200 2.28 2.15 2,581 196 2,385 30 1,800 1.82 1.72 3,090 294 2,796 40 2,400 1.37 1.29 3,102 392 2,710 50 3,000 1.17 1.10 3,311 490 2,821 60 3,600 1.15 1.08 3,905 588 3,317 120 7,200 0.66 0.62 4,483 1,176 3,307 180 10,800 0.48 0.45 4,890 1,764 3,126 360 21,600 0.30 0.28 6,113 3,528 2,585 720 43,200 0.19 0.18 7,743 7,056 687 1,440 86,400 0.12 0.11 9,780 14,112 -4,332 System Checks Maximum Runoff Developed = 3,317 cf Total Volume Provided = 3,528 cf System OK(Excess Capacity) System Recovery Maximum Runoff = 3,317 cf Other Sources = 0 cf Percolation Volume = 3,317 cf Recovery Time = 5.6 hours System Summary: 21.00 ft wide x E10.00 ft deep x 42.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 2.93 cfs System OK(Excess Capacity) Velocity = 0.41 fps Number of Traps(in parallel) = 1 CD SeepageBedSizing 119025 A.xlsx 0K Drainage Calculations �� R Basin Developed Volume �M THE LAND GROUP,INC. Eagle Commons at Ustick and Eagle - Area 3 Prepared By:Jim Gute Impervious Area = 35,982 sf Date:07/28/2020 Pervious Area = 0 sf Project#: 117108 lArea = 35,982 sf lArea = 0.83 acres C Coefficient = 0.95 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 20.00 ft Inf Trench Length = 45.00 ft Inf Trench Depth = 8.00 ft Storage Volume of trench = 2880 cf Total Volume = 2,880 cf Infiltration Area = 900 sf Infiltration Rate = 600 cf/hr Storage Volume Required (100-yr Storm) (based on Zone"A"IDF Curve, 100-yr Return Period) Intensity Time(min) Time(sec) (in/hr) Q dev.(cfs) V dev.(cf) V inf.(cf) Vs(cf) 10 600 3.11 2.44 1,464 100 1,364 15 900 2.62 2.06 1,850 150 1,700 20 1,200 2.28 1.79 2,147 200 1,947 30 1,800 1.82 1.43 2,571 300 2,271 40 2,400 1.37 1.08 2,580 400 2,180 50 3,000 1.17 0.92 2,754 500 2,254 60 3,600 1.15 0.90 3,249 600 2,649 120 7,200 0.66 0.52 3,729 1,200 2,529 180 10,800 0.48 0.38 4,068 1,800 2,268 360 21,600 0.30 0.24 5,085 3,600 1,485 720 43,200 0.19 0.15 6,441 7,200 -759 1,440 86,400 0.12 0.09 8,136 14,400 -6,264 System Checks Maximum Runoff Developed = 2,649 cf Total Volume Provided = 2,880 cf System OK(Excess Capacity) System Recovery Maximum Runoff = 2,649 cf Other Sources = 0 cf Percolation Volume = 2,649 cf Recovery Time = 4.4 hours System Summary: 20.00 ft wide x 8.00 ft deep x 45.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 2.44 cfs System OK(Excess Capacity) Velocity = 0.34 fps Number of Traps(in parallel) = 1 CD SeepageBedSizing 119025 A.xlsx MATERIALS TESTING & INSPECTION AN ATLAS COMPANY LJ Environmental Services a Geotechnical Engineering Q Construction Materials Testing 3 Special Inspections GEOTECHNICAL ENGINEERING REPORT of Proposed Commercial Development 3085 East Ustick Road Meridian, ID Prepared for: Barclay Group 2390 East Camelback Road, Suite 200 Phoenix, AZ 85016 M71 File Number B191254g 2791 S Victory View Way•Boise,10 83709•(208)376-4748•Fax(208)322-6515 www,mti-id.com•mt!@Mti-id.com MATERIALS 25 July 2019 TESTING & Page# I of 30 INSPECTION b191254"eotech AN ATLAS COMPANY 0 Environmental Services a Geotechnical Engineering U Construction Materials Testing U Special Inspections Ms. Mollie Zemer Barclay Group 2390 East Camelback Road, Suite 200 Phoenix, AZ 85016 602-2244170 Re. Geotechnical Engineering Report Proposed Commercial Development 3085 East Ustick Road Meridian, ID Dear Ms. Zemer: In compliance with your instructions, MTI has conducted a soils exploration and foundation evaluation for the above referenced development. Fieldwork for this investigation was conducted on 12 JuIy 2019. Data have been analyzed to evaluate pertinent geotechnical conditions. Results of this investigation, together with our recommendations, are to be found in the following report. We have provided a PDF copy for your review and distribution. Often, questions arise concerning soil conditions because of design and construction details that occur on a project. MTI would be pleased to continue our role as geotechnical engineers during project implementation. Additionally, MTI can provide materials testing and special inspection services during construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will meet with you at your convenience. MTI appreciates this opportunity to be of service to you and looks forward to working with you in the future. If you have questions, please call (208) 376-4748. Respectfully Submitted, SoUNAL EH� Materials Testing & Inspection �o� \,\GENSFo Z a ,a 14898 �` A ,, s 7125120190 Jacob Schlador, P.E. Reviewed by: Elizabeth Brown, P.E. �IgBETHgRo Geotechnical Engineer Geotechnical Services Manager 2791 S Victory View Way•Boise,ID 83709•(208)376-4748•Fax(208)322-6515 www,mti-id.com•mti@-mti-id.com Cprgnta2019M++�: • Teshng a Intpeflim 2��u&'20]� MATERIALSTESTING & Page#2 of30 U��~�� N*|2u*u�C=Lo6 INSPECTION xwAvL*mCnWAwv U Environmental Services U GeotechnicalE i h U Construction Matedals Testing Special I io T,4BLF,OF CONTENTS ...................... ................................ ----- ..........------`-`'`'-`'`'^^^'`-^^`-''3 Project Desc ' tinw .................... ................... ................------.---- ........... __,_,,.,','.,,,_,~,,_..� Authorization........ ........................................................------------,---,._,,,_,_,~,,'.,.,,,',..,,,_.3 pwpm-,-,-.,',.,',.............................. ...................................... ..............- ...............--..,'--.,.,.,,,,',,,_'_.3 or --------_---------'----'-------..- ...--.-.4 vvmn,amy#md Lvnwmmg Cwn4/tionw------- .................................. --------------,-..-..,.,-,-,4 S|rcDrscpup1nom-..-...,......................... .......................................... -------------^`-`--~-`'`-`-`� Sit*A=ss..--~'..,~,`.—'--'----------------_-------'-------...—`,-� Regional ............................ ..........---------- .......... --'`� General Sit*Chanmct:dwticw...,-,.-,'-----, ....................................................... ---------------`� Regimma| S it*CUnailNvgy and Gowchnmistry- ............................................. ...........----------- ...........6 Ssxsw|cSITC Evwuu^Ttow............- ......... ...................................... ............ --.........----------```~'` .......6 rjwmmc:ismoic —'---------_---------------'----___ -_,_�_� Seismic _--.,-' _---_ _-_-------------------------------- ''....-..-- 8ouLsGsnuonArION --__,_,_,_.,,,,,,,,,,__,.,.,.,___.___________________________.y Exploration and Sampling pvq"dureo......................... - .........................................-----........ -------? Laboratory Testing Progmom ..................................... Soil and Sediment Pro Fi)c-,-,.-,.,.,-..,.,.,- ........... - ............................ ------------------_..& VoladleK)rpmic Scan .................................................... SITE -..................................--.............................................. ........ -_,_--_'_.8 ....'----------_-__------------JA 3m | [mfiNmahon ____...._____- FnmmDazoaN.8uA-B.AnD P*vcM ENT D|9cUssmPw AND R%coxam r-wDAYkms................................... ---.-........ -i0 Foundation 0um|QpRncmmomwn6aUmmw...................,.,- ...........- ............................................... --.-----i� Foundation Drain RecmmmnpnduUomm........................... --- ........................................... ----.------.| | Floor .......................................... ............ -----...... -------| | Recommended Pavement Sxt6ons...................,................................... ........................................... -----..|2 Flexible Pavement Sections-----,.,-,-,-,-...................................- .............. ........................ _-----.12 Pavement SubQradc .............. ..........................- ....---.13 Common Pavement Section Conmunwtion]ssw ,........,..---- ........................................... ........ ---..13 --- ............ .............................................— ....---14 2unbwmrh................. ---- ........ --------. ......... ,.,-,., ..................................................................14 Drffeotbcr- ...........--- ..........------ ............................................-- .................................................14 Wei ................- ... ..................... .......... _ .....................................................15 SoMSmbgradeSoils ----......--- .......................................................... .......................... ............ ............-As Frozen Swb8radeSoi Is--------'` ---------------_----_A5 StructuralPU|--------------,___,_,_.,..........................._ .......... __ ............... ........ ... ____16 BnckfiU| of Walls............. ---- ....... -------.,--, ........-,-,,--,-,..--- ..................................|7 Excavations...................... --------- ........ -----------..|7 Groundwater Ctmtro|--------------.--.-.,.,-,.--_.........................................----.............i7 GLwEmxLCnwwsNrs----- ..........------- ........................... - .................................................................|0 REFERENCES..........'--------------'.---_-,--,-,. ................................................................. ..|9 APPENDICES..........'------- ...... --- ....................................................................... ....... ...... ............ '20 AcronymList..................... ...... --------------, .............................................................................20 Cieotenhnkca| General]Noteu-----------,-,-,.,--..,,..--,.,., ............ ............ ..........................-.2| Ueonechnkca| Investigation Tw Pit Log, -,-,-,--- ... .................................. ...........- ...............................%% AASH7O Pavement Thickness Design 9noc:durcs .......... ...............- ................................ ...............................%? Plate |: Vicinity Map...---___-- .... .............'-- ............ ----'------%9 MATERIALS 25 July 2019 TESTING & Page # 3 of3Q INSPECTION b191254g_gcotech AN ATLAS COMPANY 0 Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections INTRODUCTION This report presents results of a geotechnical investigation and analysis in support of data utilized in design of structures as defined in the 2015 International Building Code (IBC). Information in support of groundwater and stormwater issues pertinent to the practice of Civil Engineering is included. Observations and recommendations relevant to the earthwork phase of the project are also presented. Revisions in plans or drawings for the proposed development from those enumerated in this report should be brought to the attention of the soils engineer to determine whether changes in the provided recommendations are required. Deviations from noted subsurface conditions, if encountered during construction, should also be brought to the attention of the soils engineer. Project Description The proposed development is in the eastern portion of the City of Meridian, Ada County, ID, and occupies a portion of the NE4NE'l4 of Section 6, Township 4 North, Range 2 East, Boise Meridian. This project will consist of construction of four commercial structures varying in size between 3,500 to 8,800 square feet. The site to be developed is approximately 3.3 acres in size, which is to be developed into four commercial lots. Total settlements are limited to 1 inch. Loads of up to 4,000 pounds per lineal foot for wall footings,and column loads of up to 50,000 pounds were assumed for settlement calculations. Additionally, assumptions have been made for traffic loading of pavements. Retaining walls are not anticipated as part of the project. MTI has not been informed of the proposed grading plan. Authorization Authorization to perform this exploration and analysis was given in the form of a written authorization to proceed from Colby Fincham of Barclay Group to Elizabeth Brown of Materials Testing and Inspection(MTI), on 26 June 2019. Said authorization is subject to terms,conditions,and limitations described in the Professional Services Contract entered into between Barclay Group and MTI. Our scope of services for the proposed development has been provided in our proposal dated 18 June 2019 and repeated below. Purpose The purpose of this Geotechnical Engineering Report is to determine various soil profile components and their engineering characteristics for use by either design engineers or architects in: • Preparing or verifying suitability of foundation design and placement • Preparing site drainage designs • Indicating issues pertaining to earthwork construction • Preparing light and heavy duty pavement section design requirements 2791 S Victory View Way•Boise.ID 83709•(208)376-4748•Fax(208)322-6515 Capynphl C 2919 WtWfi• ls www.mti-id.corn mti@mti-id.com Tewn9 a inspectim MATERIALS 25 July 2019 TESTING & Page#4 of 30 INSPECTION 6191254g_geotech AN ATLAS COMPANY ❑Environmental Services El Geotechnical Engineering ❑Construction Materials Testin2 ❑Special Inspections Scope of Investigation The scope of this investigation included review of geologic literature and existing available geotechnical studies of the area, visual site reconnaissance of the immediate site, subsurface exploration of the site, field and laboratory testing of materials collected, and engineering analysis and evaluation of foundation materials. The scope of work did not include design recommendations specific to individual residences. Warranty and Limiting Conditions MTI warrants that findings and conclusions contained herein have been formulated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics, and engineering geology only for the site and project described in this report. These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the site within the scope cited above and are necessarily limited to conditions observed at the time of the site visit and research. Field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above. Exclusive Use This report was prepared for exclusive use of the property owner(s), at the time of the report, and their retained design consultants ("Client"). Conclusions and recommendations presented in this report are based on the agreed-upon scope of work outlined in this report together with the Contract for Professional Services between the Client and Materials Testing and Inspection("Consultant"). Use or misuse of this report,or reliance upon findings hereof, by parties other than the Client is at their own risk. Neither Client nor Consultant make representation of warranty to such other parties as to accuracy or completeness of this report or suitability of its use by such other parties for purposes whatsoever, known or unknown, to Client or Consultant. Neither Client nor Consultant shall have liability to indemnify or hold harmless third parties for losses incurred by actual or purported use or misuse of this report. No other warranties are implied or expressed. Rei)ort Recommendations are Limited and Subiect to Misinteraretation There is a distinct possibility that conditions may exist that could not be identified within the scope of the investigation or that were not apparent during our site investigation. Findings of this report are limited to data collected from noted explorations advanced and do not account for unidentified fill zones, unsuitable soil types or conditions,and variability in soil moisture and groundwater conditions. To avoid possible misinterpretations of findings, conclusions, and implications of this report, MTI should be retained to explain the report contents to other design professionals as well as construction professionals. Since actual subsurface conditions on the site can only be verified by earthwork, note that construction recommendations are based on general assumptions from selective observations and selective field exploratory sampling. Upon commencement of construction, such conditions may be identified that require corrective actions, and these required corrective actions may impact the project budget. Therefore, construction recommendations in this report should be considered preliminary, and MTI should be retained to observe actual subsurface conditions during earthwork construction activities to provide additional construction recommendations as needed. 2791 S Victory View Way•Boise,ID 83709•(208)376-4748•Fax(208)322-6515 � www-rn1Hd.com•mtih�mtHd.com vrh�+ ao'e specu. Yes4ny 8 Inspection MATERIALS 25 July 2019 TESTING & Page#5 of 30 INSPECTION bI91254g_georech AN ATLAS COMPANY 13 Environmental Services 0 Geotechnical Engineering ,]Construction Materials'resting O Special Inspections Since geotechnical reports are subject to misinterpretation, do not separate the soil logs from the report. Rather, provide a copy of, or authorize for their use, the complete report to other design professionals or contractors. Locations of exploratory sites referenced within this report should be considered approximate locations only. For more accurate locations, services of a professional land surveyor are recommended. This report is also limited to information available at the time it was prepared. In the event additional information is provided to MTI following publication of our report, it will be forwarded to the client for evaluation in the form received. Environmental Concerns Comments in this report concerning either onsite conditions or observations, including soil appearances and odors, are provided as general information. These comments are not intended to describe,quantify, or evaluate environmental concerns or situations, Since personnel, skills, procedures, standards, and equipment differ, a geotechnical investigation report is not intended to substitute for a geoenvironmental investigation or a Phase 11/I1I Environmental Site Assessment. If environmental services are needed, MTI can provide, via a separate contract, those personnel who are trained to investigate and delineate soil and water contamination. SITE DESCRIPTION Site Access Access to the site may be gained via Interstate 84 to the Eagle Road exit. Proceed north on Eagle Road approximately 2.5 miles to its intersection with Ustick Road. The site occupies the southwest corner of this intersection. Presently the site exists an undeveloped lot. The location is depicted on site map plates included in the Appendix. Regional Geology The project site is located within the western Snake River Plain of southwestern Idaho and eastern Oregon. The plain is a northwest trending rift basin,about 45 miles wide and 200 miles long, that developed about 14 million years ago(Ma)and has since been occupied sporadically by large inland lakes. Geologic materials found within and along the plain's margins reflect volcanic and fluvial/lacustrine sedimentary processes that have led to an accumulation of approximately l to 2 km of interbedded volcanic and sedimentary deposits within the plain. Along the margins of the plain,streams that drained the highlands to the north and south provided coarse to fine-grained sediments eroded from granitic and volcanic rocks, respectively. About 2 million years ago the last of the lakes was drained and since that time fluvial erosion and deposition has dominated the evolution of the landscape. The project site is underlain by the "Gravel of Whitney Terrace" as mapped by Othberg and Stanford (1993). Sediments of the Whitney terrace consist of sandy pebble and cobble gravel. The Whitney terrace is the second terrace above modem Boise River floodplain, is thickest toward its eastern extent, and is mantled with 2-6 feet of loess. 2791 S Victory View Way-Boise,ID 83709-(208)376-4748-Fax(208)322-6515 'N.V'. .m to-I C.corn-mti a-mj-id com CepynghrG 2019 Mala"s Tasting&rnspectim MATERIALS 25 July 2019 TESTING & Page#b of 30 INSPECTION b 191254"cotech AN ATLAS COMPANY ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections General Site Characteristics This proposed development consists of approximately 3.3 acres of relatively flat and level terrain. Throughout the majority of the site, surficial materials consisted of various gravel fill materials and native lean clays. A canal that had recently been piped was present on the southern boundary of the site. Vegetation primarily consists of bunchgrass and other native grass varieties typical of and to semi-arid environments. Regional drainage is north and west toward the Boise River. Stormwater drainage for the site is achieved by percolation through surficial soils. The site is situated so that it is unlikely that it will receive any stormwater drainage from off-site sources. Stormwater drainage collection and retention systems are not in place on the project site, but were noted in the form of curbs, gutters, and drop inlets along Ustick Road. Regional Site Climatology and Geochemistry According to the Western Regional Climate Center, the average precipitation for the Treasure Valley is on the order of 10 to 12 inches per year, with an annual snowfall of approximately 20 inches and a range from 3 to 49 inches. The monthly mean daily temperatures range from 21°F to 957, with daily extremes ranging from - 25°F to 11 l°F. Winds are generally from the northwest or southeast with an annual average wind speed of approximately 9 miles per hour(mph) and a maximum of 62 mph. Soils and sediments in the area are primarily derived from siliceous materials and exhibit low electro-chemical potential for corrosion of metals or concretes. Local aggregates are generally appropriate for Portland cement and time cement mixtures. Surface water, groundwater, and soils in the region typically have pH levels ranging from 7.2 to 8.2. SEISMIC SITE EVALUATION Geoseismic Setting Soils on site are classed as Site Class D in accordance with Chapter 20 of the American Society of Civil Engineers (ASCE)publication ASCE/SEI 7-10. Structures constructed on this site should be designed per IBC requirements for such a seismic classification. Our investigation did not reveal hazards resulting from potential earthquake motions including: slope instability, liquefaction, and surface rupture caused by faulting or lateral spreading. Incidence and anticipated acceleration of seismic activity in the area is low. Seismic Design Parameter Values The United States Geological Survey National Seismic Hazard Maps (2008), includes a peak ground acceleration map. The map for 2% probability of exceedance in 50 years in the Western United States in standard gravity(g) indicates that a peak ground acceleration of 0.201 is appropriate for the project site based on a Site Class D. 2791 S Victory View Way•Boise,Id 83709-(208)3764748-Fax(208)322-6515 www.mti-id.com-mtiOmti-id.com copynght02mumienwa TeoffV&Inspedim MATERIALS 25 July 2019 TESTING & Page# 7 of 30 INSPECTION bI9i254g_Bwtcch AN ATLAS COMPANY ❑Environmental Services 0 Geotechnical Engineering 0 Construction Materials Testing ©Special Inspections The following section provides an assessment of the earthquake-induced earthquake loads for the site based on the Risk-Targeted Maximum Considered Earthquake (MCER). The MCER spectral response acceleration for short periods, Sets, and at 1-second period, Sari, are adjusted for site class effects as required by the 2015 IBC. Design spectral response acceleration parameters as presented in the 20I5 IBC are defined as a 5% damped design spectral response acceleration at short periods, SDs, and at l-second period, SDr. The USGS National Seismic Hazards Mapping Project includes a program that provides values for ground motion at a selected site based on the same data that were used to prepare the USGS ground motion maps. The maps were developed using attenuation relationships for soft rock sites; the source model, assumptions, and empirical relationships used in preparation of the maps are described in Petersen and others (1996). Seismic Design Values Seismic Design Parameter Design VaIue Site Class D "Stiff Soil" SS 0.297 ( ) SI 0.104 ( ) F, 1.562 Fv 2.385 ShiS 0.464 Smi 0.247 S os 0.310 SDI 0.165 SOILS EXPLORATION Exploration and Sampling Procedures Field exploration conducted to determine engineering characteristics of subsurface materials included a reconnaissance of the project site and investigation by test pit. Test pit sites were located in the field by means of a Global Positioning System (GPS) device and are reportedly accurate to within eleven feet. Upon completion of investigation, each test pit was backfilled with loose excavated materials. Re-excavation and compaction of these test pit areas are required prior to construction of overlying structures. In addition, samples were obtained from representative soil strata encountered. Samples obtained have been visually classified in the field by professional staff, identified according to test pit number and depth, placed in sealed containers, and transported to our laboratory for additional testing. Subsurface materials have been described in detail on logs provided in the Appendix. Results of field and laboratory tests are also presented in the Appendix. MTI recommends that these logs not be used to estimate fill material quantities. 2791 S Victory View Way-Boise,ID 83709-(208)3764748-Fax(208)322-6515 Y.W+Y.mti-id.corrl Teonq E Inspection -mli mli-d Uum Cepyrpnt[2N)Matenals MATERIALS 25 July 2019 TESTING & Page# 8 of 30 INSPECTION b191234g_geutech AN ATLAS COMPANY ❑Environmental Services ❑Geotechnical Engineering ❑Construcdon Materials Testing J Special Inspections Laboratory Testing Program Along with our field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of subsurface materials necessary in an analysis of anticipated behavior of the proposed structures. Laboratory tests were conducted in accordance with current applicable American Society for Testing and Materials (ASTM) specifications, and results of these tests are to be found on the accompanying logs located in the Appendix. The Iaboratory testing program for this report included: Atterberg Limits Testing- ASTM D4318 and Grain Size Analysis—ASTM C 117r'C I36. Soil and Sediment Profile The profile below represents a generalized interpretation for the project site. Note that on site soils strata, encountered between test pit locations, may vary from the individual soil profiles presented in the logs, which can be found in the Appendix. The materials encountered during exploration were quite typical for the geologic area mapped as Gravel of Whitney Terrace. In test pits 2 and 5, gravelly fill materials were encountered at ground surface. These fills were brown to light brown, dry, loose to dense, and contained fine to coarse-grained sand and fine to coarse gravel. At ground surface in test pits 1, 3, and 4 and underlying the surficial fills were lean clay soils. Lean clays were dark brown to brown, dry to slightly moist, medium stiff to hard, and contained fine-grained sand. Beneath the lean clays were sandy silt soils. Sandy silts were brown to light brown, dry to slightly moist, stiff to hard, and contained fine to medium-grained sand and varying degrees of calcium carbonate cementation. At depth within all test pits except test pit 4 were poorly graded gravel with sand sediments. Poorly graded gravels with sand were light brown to brown, dry to slightly moist, dense to very dense, and contained fine to coarse- grained sand, fine to coarse gravel, and 6-inch-minus cobbles. Competency of test pit sidewalls varied little across the site. In general, fine grained soils remained stable while more granular sediments readily sloughed. However, moisture contents will also affect wall competency with saturated soils having a tendency to readily slough when under load and unsupported. Volatile Organic Scan No environmental concerns were identified prior to commencement of the investigation. Therefore, soils obtained during on-site activities were not assessed for volatile organic compounds by portable photoionization detector. Samples obtained during our exploration activities exhibited no odors or discoloration typically associated with this type of contamination. No groundwater was encountered. SITE HYDROLOGY Existing surface drainage conditions are defined in the General Site Characteristics section. Information provided in this section is limited to observations made at the time of the investigation. Either regional or local ordinances may require information beyond the scope of this report. 2791 S Victory View Way-Boise,ID 83709•(208)376-4748•Fax(208)322-6515 www.mli-id-com•mtiCcamti-id.com CopY�lo2019Mafenal` To"E ImpecUm MATERIALS 25 July 2019 TESTING & Page# 9 of 30 INSPECTION bl91254U_geotech AN ATLAS COMPANY 0 Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Groundwater During this field investigation, groundwater was not encountered in test pits advanced to a maximum depth of 16.2 feet bgs. Soil moistures in the test pits were generally dry to slightly moist throughout. In the vicinity of the project site, groundwater levels are controlled in large part by residential and commercial irrigation activity and leakage from nearby canals. Maximum groundwater elevations likely occur during the later portion of the irrigation season. During a previous investigation performed on portions of the site, groundwater was not encountered within test pits advanced to a maximum depth of 15.3 feet bgs. MTI has previously performed 6 geotechnical investigations within 0.15 mile of the project site. Information from these investigations has been provided in the table below. Groundwater Data Date Approximate Distance Direction from Site Groundwater Depth from Site mile feet bgs) October 2005 0.06 North 18.0 to 21.5 April 2007 0.06 North Not Encountered to 13.7 February 2009 0.15 Northwest Not Encountered to 26.5 Se tember 2015 0.05 West '19.6 to 22.0 September 2018 0.07 South Not Encountered to 16.6 December 2018 0.07 South Not Encountered to 21.5 Based on evidence of this investigation and background knowledge of the area, MTI estimates groundwater depths to remain greater than approximately 17 feet bgs throughout the year. This depth can be confirmed through long-term groundwater monitoring. Soil Infiltration Rates Soil permeability,which is a measure of the ability of a soil to transmit a fluid, was not tested in the field. Given the absence of direct measurements, for this report an estimation of infiltration is presented using generally recognized values for each soil type and gradation. Of soils comprising the generalized soil profile for this study, lean clay soils generally offer little permeability, with typical hydraulic infiltration rates of less than 2 inches per hour. Sandy silt soils will commonly exhibit infiltration rates from 2 to 4 inches per hour; though calcium carbonate cementation may reduce this value to near zero. Poorly graded gravel with sand sediments typically exhibit infiltration values in excess of 12 inches per hour. Infiltration testing is generally not required within these sediments because of their free-draining nature. It is recommended that infiltration facilities constructed on the site be extended into native poorly graded gravel with sand sediments. Excavation depths of approximately 3.9 to 6.9 feet bgs should be anticipated to expose these poorly graded gravel with sand sediments. Because of the high soil permeability, ASTM C33 filter sand, or equivalent, should be incorporated into design of infiltration facilities. An infiltration rate of 8 inches per hour should be used in design. Actual infiltration rates should be confirmed at the time of construction. 2791 S Victory View Way•Boise,ID 83709•(208)3764748•Fax(208)322-6515 mm rr�.mti-id.com•mti0brnti-id.com copyright Maienai` Tesbrig&Inspectim MATERIALS 25 July 2019 TESTING Fr Page# 10 of 30 INSPECTION b I9125ag_geotech AN ATLAS COMPANY ❑Environmental Services 0 Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections FOUNDATION, SLAB,AND PAVEMENT DISCUSSION AND RECOMMENDATIONS Various foundation types have been considered for support of the proposed development. Two requirements must be met in the design of foundations. First,the applied bearing stress must be less than the ultimate bearing capacity of foundation soils to maintain stability. Second, total and differential settlement must not exceed an amount that will produce an adverse behavior of the superstructure. Allowable settlement is usually exceeded before bearing capacity considerations become important; thus, allowable bearing pressure is normally controlled by settlement considerations. Considering subsurface conditions and the proposed construction, it is recommended that the structure be founded upon conventional spread footings and continuous wall footings. Total settlements should not exceed 1 inch if the following design and construction recommendations are observed. Foundation Design Recommendations Based on data obtained from the site and test results from various laboratory tests performed, MTl recommends the following guidelines for the net allowable soil bearing capacity: Soil Bearing Ca acity Footing Depth ASTM D1557 Net Allowable Sub grade Compaction Soil Bearing Capacity aci Footings must bear on competent, undisturbed, native sandy silt soils, poorly graded gravel with sand sediments, or compacted structural fill. Not Required for Native Existing lean clay soils and fill materials must be Soil 2,000 lbs.4F completely removed from below foundation elements.' Excavation depths ranging from roughly 95% for Structural Fill 1.7 to 2.6 feet bgs should be anticipated to expose ro er bearing soils.2 'It will be required for MTI personnel to verify the bearing soil suitability for each structure at the time of construction. 2Devending on the time of year construction takes Mace, the sub grade soils may be unstable because of high moisture contents. If unstable conditions are encountered over-excavation and replacement with granular structural fill and/or use of geotextiles may be required. The following sliding frictional coefficient values should be used: 1) 0.35 for footings bearing on native sandy silt soils and 2) 0.45 for footings bearing on granular structural fill and native poorly graded gravel with sand sediments. A passive lateral earth pressure of 339 pounds per square foot per foot (psflft) should be used for sandy silt soils. For compacted sandy gravel fill and native poorly graded gravels with sand, a passive lateral earth pressure of 496 psflft should be used. 2791 S Victory View Way•Boise,I 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti6mti-iQ.com Cop"01 P2019Matenos r,wrg A Impecum MATERIALS 25 July 2019 TESTING & Page # 11 of 30 INSPECTION 6191254"ecterh AN ATLAS COMPANY ❑Environmental Services ❑Geotechnical Engineering 0 Construction Materials Testing ❑Special Inspections Footings should be proportioned to meet either the stated soil bearing capacity or the 2015 IBC minimum requirements. Total settlement should be limited to approximately 1 inch, and differential settlement should be limited to approximately Y2 inch. Objectionable soil types encountered at the bottom of footing excavations should be removed and replaced with structural fill. Excessively loose or soft areas that are encountered in the footings subgrade will require over-excavation and backfilling with structural fill. To minimize the effects of slight differential movement that may occur because of variations in the character of supporting soils and seasonal moisture content, MTI recommends continuous footings be suitably reinforced to make them as rigid as possible. For frost protection, the bottom of external footings should be 30 inches below finished grade. Foundation Drain Recommendations Considering the presence of shallow cemented soils across the site, MTI recommends that a foundation drain be installed. The drain should be placed at the footing elevation and be directed to a suitable discharge point at least 10 feet away from the structure. Discharge points should be protected to prevent erosion. Floor Slab-on-Grade Uncontrolled fill was encountered in portions of the site. MTI recommends that these fill materials be excavated to a sufficient depth to expose competent, native soils. MTI personnel must be present during excavation to identify these materials. Native clay soils are moderately plastic and will be susceptible to shrink/swelI movements associated with moisture changes. The clay soils should be scarified to a depth of 6 inches and compacted between 92 to 98 percent of the maximum dry density as determined by ASTM D698. The moisture content should be within 2 percent of optimum. Structural fill should be placed as soon as possible after compaction of clay soils in order to limit moisture loss within the upper clays. Ground surfaces should be sloped away from structures at a minimum of 5 percent for a distance of 10 feet to provide positive drainage of surface water away from buildings. Grading must be provided and maintained following construction. Organic, loose, or obviously compressive materials must be removed prior to placement of concrete floors or floor-supporting fill. In addition, the remaining subgrade should be treated in accordance with guidelines presented in the Earthwork section. Areas of excessive yielding should be excavated and backfilled with structural fill. Fill used to increase the elevation of the floor slab should meet requirements detailed in the Structural Fill section. Fill materials must be compacted to a minimum 95 percent of the maximum dry density as determined by ASTM D 1557. A free-draining granular mat (drainage fill course) should be provided below slabs-on-grade. This should be a minimum of inches in thickness and properly compacted. The mat should consist of a sand and gravel mixture, complying with Idaho Standards for Public Works Construction (ISPWC) specifications for 3/a-inch (Type 1) crushed aggregate. The granular mat should be compacted to no less than 95 percent of the maximum dry density as determined by ASTM D 1557. 2791 S Victory View Way•Boise,ID 83709-(208)376.4748-Fax(208)322-6515 www.mti-id.com-mti(a�mti-id.com ��nt°2pigh1W"% s.wng&1 nq)mMm MATERIALS 25 July 2019 TESTING & Page # 12 of 30 INSPECTION b191254g_geotech AN ATLAS COMPANY a Environmental Services Q Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections A moisture-retarder should be placed beneath floor slabs to minimize potential ground moisture effects on moisture-sensitive floor coverings. The moisture-retarder should be at least 15-mil in thickness and have a permeance of less than 0.01 US perms as determined by ASTM E96. Placement of the moisture-retarder will require special consideration with regard to effects on the slab-on-grade and should adhere to recommendations outlined in the ACI 302.1 R and ASTM E 1745 publications. Upon request, MTI can provide further consultation regarding installation. Recommended Pavement Sections MTI has made assumptions for traffic loading variables based on the character of the proposed construction. The Client shall review and understand these assumptions to make sure they reflect intended use and loading of navements both now and in the future. Based on experience with soils in the region, a subgrade California Bearing Ratio (CBR) value of 3 has been assumed for near-surface lean clay soils on site. The following are minimum thickness requirements for assured pavement function. Depending on site conditions, additional work, e.g. soil preparation, may be required to support construction equipment. These have been listed within the Soft Subgrade Soils section. Flexible Pavement Sections The American Association of State Highway and Transportation Officials (AASHTO) design method has been used to calculate the following pavement sections. Calculation sheets provided in the Appendix indicate the soils constant,traffic loading,traffic projections,and material constants used to calculate the pavement sections. MTI recommends that materials used in the construction of asphaltic concrete pavements meet requirements of the ISPWC Standard Specification for Highway Construction. Construction of the pavement section should be in accordance with these specifications and should adhere to guidelines recommended in the section on Construction Considerations. AASHTO Flexible Pavement S ecifications Pavement Section Component' Driveways and Parking Driveways and Parking Light Duty Heavy Duty Asphaltic Concrete 2.5 Inches 3.0 Inches Crushed Aggregate Base 4.0 Inches 6.0 Inches Structural Subbase 12.0 Inches 14.0 Inches Compacted Subgrade See Pavement Subgrade See Pavement Subgrade Preparation Section Preparation Section 'It will be required for MTI personnel to verify subgrad�petency at the time of construction. 2791 S Victory View Way-Boise,ID 83709-(208)376-4748•Fax(208)322-6515 caorot v 2019 UffienWs www.mti-id.com•mliCg�mti-id.com T"bno&Inspecbm MATERIALS 25 July 2019 TESTING & Page # 13 of 30 INSPECTION b191254g_geaicch AN ATLAS COMPANY ❑Environmental Services ❑Geotechnical Engineering O Construction Materials Testing ❑Special Inspections Asphaltic Concrete: Asphalt mix design shall meet the requirements of ISPWC, Section 810 Class III plant mix. Materials shall be placed in accordance with ISPWC Standard Specifications for Highway Construction. Aggregate Base: Material complying with ISPWC Standards for Crushed Aggregate Materials. Structural Subbase: Granular structural fill material complying with the requirements detailed in the Structural Fill section of this report except that the maximum material diameter is no more than 213 the component thickness. Gradation and suitability requirements shall be per ISPWC Section 801, Table 1. Pavement Subgrade Preparation Uncontrolled fill was encountered in portions of the site. MTI recommends that these fill materials be excavated to a sufficient depth to expose competent, native soils. MTI personnel must be present during excavation to identify these materials. Native clay soils are moderately plastic and will be susceptible to shrink/swell movements associated with moisture changes. The clay soils should be scarified to a depth of 6 inches and compacted between 92 to 98 percent of the maximum dry density as determined by ASTM D698. The moisture content should be within 2 percent of optimum. Structural fill should be placed as soon as possible after compaction of clay soils in order to limit moisture loss within the upper clays. Common Pavement Section Construction Issues The subgrade upon which above pavement sections are to be constructed must be properly stripped, compacted (if indicated), inspected,and proof-rolled. Proof rolling of subgrade soils should be accomplished using a heavy rubber-tired, fully loaded, tandem-axle dump truck or equivalent. Verification of subgrade competence by MTI personnel at the time of construction is required. Fill materials on the site must demonstrate the indicated compaction prior to placing material in support of the pavement section. MTI anticipated that pavement areas will be subjected to moderate traffic. Submade clays and silts near and above optimum moisture contents may pump during compaction. Pumping or soft areas must be removed and replaced with structural fill. Fill material and aggregates, as well as compacted native subgrade soils, in support of the pavement section must be compacted to no less than 95 percent of the maximum dry density as determined by ASTM D698 for flexible pavements and by ASTM D 1557 for rigid pavements. If a material placed as a pavement section component cannot be tested by usual compaction testing methods, then compaction of that material must be approved by observed proof rolling. Minor deflections from proof rolling for flexible pavements are allowable. Deflections from proof rolling of rigid pavement support courses should not be visually detectable. MTI recommends that rigid concrete pavement be provided for heavy garbage receptacles. This will eliminate damage caused by the considerable loading transferred through the small steel wheels onto asphaltic concrete. Rigid concrete pavement should consist of Portland Cement Concrete Pavement(PCCP) generally adhering to ITD specifications for Urban Concrete. PCCP should be 6 inches thick on a 4-inch drainage fill course (see Floor Slab-on-Grade section), and should be reinforced with welded wire fabric. Control joints must be on 12-foot centers or less. 2791 5 Victory View Way-Boise,ID 83709-(208)376-4748-Fax(208)322-6515 www_rM6W.com-mikSoti4d. Cuprgm t 2019 Matenels Twmg 6 6upecbw MATERIALS 25 July 2019 TESTING & Page# 14 of 30 INSPECTION b I 91254gAeotech AN ATLAS COMPANY 0 Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections CONSTRUCTION CONSIDERATIONS Recommendations in this report are based upon structural elements of the project being founded on competent, native sandy silt soils, poorly graded gravel with sand sediments, or compacted structural fill. Structural areas should be stripped to an elevation that exposes these soil types. Earthwork Excessively organic soils, deleterious materials,or disturbed soils generally undergo high volume changes when subjected to loads, which is detrimental to subgrade behavior in the area of pavements, floor slabs, structural fills, and foundations. Brush and thick grasses with associated root systems were noted at the time of our investigation. It is recommended that organic or disturbed soils, if encountered, be removed to depths of I foot (minimum), and wasted or stockpiled for later use. Stripping depths should be adjusted in the field to assure that the entire root zone or disturbed zone or topsoil are removed prior to placement and compaction of structural fill materials. Exact removal depths should be determined during grading operations by MTI personnel, and should be based upon subgrade soil type, composition, and firmness or soil stability. If underground storage tanks, underground utilities, wells, or septic systems are discovered during construction activities, they must be decommissioned then removed or abandoned in accordance with governing Federal, State, and local agencies. Excavations developed as the result of such removal must be backfilled with structural fill materials as defined in the Structural Fill section. MTI should oversee subgrade conditions (i.e., moisture content) as well as placement and compaction of new fill (if required) after native soils are excavated to design grade. Recommendations for structural fill presented in this report can be used to minimize volume changes and differential settlements that are detrimental to the behavior of footings, pavements, and floor slabs. Sufficient density tests should be performed to properly monitor compaction. For structural fill beneath building structures, one in-place density test per lift for every 5,000 square feet is recommended. In parking and driveway areas, this can be decreased to one test per lift for every 10,000 square feet. Dry Weather If construction is to be conducted during dry seasonal conditions, many problems associated with soft soils may be avoided. However,some rutting of subgrade soils may be induced by shallow groundwater conditions related to springtime runoff or irrigation activities during late summer through early fall. Solutions to problems associated with soft subgrade soils are outlined in the Soft Subgrade Soils section. Problems may also arise because of lack of moisture in native and fill soils at time of placement. This will require the addition of water to achieve near-optimum moisture levels. Low-cohesion soils exposed in excavations may become friable, increasing chances of sloughing or caving. Measures to control excessive dust should be considered as part of the overall health and safety management plan. 2791 S Victory View Way-Boise, ID 83709•(208)3764748•Fax(208)322-6515 www.mti-id.com•m i cop,dgmo2o19mahr +: MATERIALS 25 July 2019 TESTING & Page# 15 of 30 INSPECTION b191254g_geotccb AN ATLAS COMPANY 13 Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing 0 Special Inspections Wet Weather If construction is to be conducted during wet seasonal conditions (commonly from mid-November through May), problems associated with soft soils must be considered as part of the construction plan. During this time of year, fine-grained soils such as silts and clays will become unstable with increased moisture content, and eventually deform or rut. Additionally, constant low temperatures reduce the possibility of drying soils to near optimum conditions. Soft Subgrade Soils Shallow fine-grained subgrade soils that are high in moisture content should be expected to pump and rut under construction traffic. During periods of wet weather, construction may become very difficult if not impossible. The following recommendations and options have been included for dealing with soft subgrade conditions: • Track-mounted vehicles should be used to strip the subgrade of root matter and other deleterious debris. Heavy rubber-tired equipment should be prohibited from operating directly on the native subgrade and areas in which structural fill materials have been placed. Construction traffic should be restricted to designated roadways that do not cross, or cross on a limited basis, proposed roadway or parking areas. • Soft areas can be over-excavated and replaced with granular structural fill. • Construction roadways on soft subgrade soils should consist of a minimum 2-foot thickness of large cobbles of 4 to 6 inches in diameter with sufficient sand and fines to fill voids. Construction entrances should consist of a 6-inch thickness of clean, 2-inch minimum, angular drain-rock and must be a minimum of 10 feet wide and 30 to 50 feet long. During the construction process, top dressing of the entrance may be required for maintenance. • Scarification and aeration of subgrade soils can be employed to reduce the moisture content of wet subgrade soils. After stripping is complete, the exposed subgrade should be ripped or disked to a depth of 1 V2 feet and allowed to air dry for 2 to 4 weeks. Further disking should be performed on a weekly basis to aid the aeration process. • Alternative soil stabilization methods include use of geotextiles, lime, and cement stabilization. MTI is available to provide recommendations and guidelines at your request. Frozen Subgrade Soils Prior to placement of structural fill materials or foundation elements, frozen subgrade soils must either be allowed to thaw or be stripped to depths that expose non-frozen soils and wasted or stockpiled for later use. Stockpiled materials must be allowed to thaw and return to near-optimal conditions prior to use as fill. The onsite, shallow lean clay and silty soils are susceptible to frost heave during freezing temperatures. For exterior flatwork and other structural elements, adequate drainage away from subgrades is critical. Compaction and use of structural fill will also help to mitigate the potential for frost heave. Complete removal of frost susceptible soils for the full frost depth, followed by replacement with a non-frost susceptible structural fill, can also be used to mitigate the potential for frost heave. MT] is available to provide further guidancelassistance upon request. 2791 S Victory View Way-Boise,ID 83709•(208)376-4748•Fax(208)322-6515 cap,of 1P 2014 Ma'erms www.mti-id.com mtiCa7mti-id.com Twbng&Intpe0an MATERIALS 25 July 2019 TESTING & Page# 16 of 30 INSPECTION b 191254iLgeaiccl, AN ATLAS COMPANY ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Structural Fill Soils recommended for use as structural fill are those classified as GW, GP, SW, and SP in accordance with the Unified Soil CIassification System (USCS) (ASTM D2487). Use of silty soils (USCS designation of GM, SM, and ML) as structural fill may be acceptable. However, use of silly soils GM SM. and ML as structural fill below footings is prohibited. These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high and may also be susceptible to frost heave under certain conditions. Therefore, these materials can be quite difficult to work with as moisture-content, lift thickness, and compactioe effort becomes difficult to control. If silty soil is used for structural fill lift thicknesses should not exceed 6 inches (loose), and fill material moisture must be closely monitored at both the working elevation and the elevations of materials already placed. Following placement, silty soils must be protected from degradation resulting from construction traffic or subsequent construction. Recommended granular structural fill materials, those classified as GW, GP, SW, and SP, should consist of a 6-inch minus select, clean, granular soil with no more than 50 percent oversize (greater than '.-inch) material and no more than 12 percent fines (passing No. 200 sieve). These fill materials should be placed in layers not to exceed 12 inches in loose thickness. Prior to placement of structural fill materials, surfaces must be prepared as outlined in the Construction Considerations section. Structural fill material should be moisture-conditioned to achieve optimum moisture content prior to compaction. For structural fill below footings,areas of compacted backfill must extend outside the perimeter of the footings for a distance equal to the thickness of fill between the bottom of foundation and underlying soils, or 5 feet, whichever is less. All fill materials must be monitored during placement and tested to confirm compaction requirements, outlined below, have been achieved. Each layer of structural fill must be compacted, as outlined below: • Below Structures and Rigid Pavements: A minimum of 95 percent of the maximum dry density as determined by ASTM D 1557. • Below Flexible Pavements: A minimum of 92 percent of the maximum dry density as determined by ASTM D1557 or 95 percent of the maximum dry density as determined by ASTM D698. The ASTM D1557 test method must be used for samples containing up to 40 percent oversize (greater than inch)particles. If material contains more than 40 percent but less than 50 percent oversize particles, compaction of fill must be confirmed by proof rolling each lift with a 10-ton vibratory roller (or equivalent) until the maximum density has been achieved. Density testing must be performed after each proof rolling pass until the in-place density test results indicate a drop (or no increase) in the dry density, defined as maximum density or "break over"point. The number of required passes should be used as the requirements on the remainder of fill placement. Material should contain sufficient fines to fill void spaces, and must not contain more than 50 percent oversize particles. 2791 S Victory View Way•Boise,ID 83709•(208)376-4748•Fax(208)322-6515 ti'{�Lmm-tl-!d.com•rn'-IdRmU-'d.cor11 Covy"01192019Macerws TesWq 61egpection MATERIALS 25 July 2019 TESTING & Page# 17 of 30 INSPECTION b 19I254Meotech AN ATLAS COMPANY ❑Environmental Services 0 Geotechnical Engineering ❑Construction Matedals Testing ❑Special Inspections Backfill of Walls Backfill materials must conform to the requirements of structural fill, as defined in this report. For wall heights greater than 2.5 feet, the maximum material size should not exceed 4 inches in diameter. Placing oversized material against rigid surfaces interferes with proper compaction,and can induce excessive point loads on walls. Backfill shall not commence until the wall has gained sufficient strength to resist placement and compaction forces. Further, retaining walls above 2.5 feet in height shall be backfilled in a manner that will limit the potential for damage from compaction methods and/or equipment. It is recommended that only small hand- operated compaction equipment be used for compaction of backfill within a horizontal distance equal to the height of the wall, measured from the back face of the wall. Backfill should be compacted in accordance with the specifications for structural fill, except in those areas where it is determined that future settlement is not a concern, such as planter areas. In nonstructural areas, backfiIl must be compacted to a firm and unyielding condition. Excavations Shallow excavations that do not exceed 4 feet in depth may be constructed with side slopes approaching vertical. Below this depth, it is recommended that slopes be constructed in accordance with Occupational Safety and Health Administration (OSHA) regulations, Section 1926, Subpart P. Based on these regulations, on-site soils are classified as type "C" soil, and as such, excavations within these soils should be constructed at a maximum slope of l% feet horizontal to I foot vertical (1%z:1) for excavations up to 20 feet in height. Excavations in excess of 20 feet will require additional analysis. Note that these slope angles are considered stable for short- term conditions only, and will not be stable for long-term conditions. During the subsurface exploration, test pit sidewalls generally exhibited little indication of collapse; however, sloughing of native granular sediments from test pit sidewalls was observed. For deep excavations, native granular sediments cannot be expected to remain in position. These materials are prone to failure and may collapse, thereby undermining upper soil layers. This is especially true when excavations approach depths near the water table. Care must be taken to ensure that excavations are properly backfilled in accordance with procedures outlined in this report. Groundwater Control Groundwater was not encountered during the investigation and is anticipated to be below the depth of most construction. Special precautions may be required for control of surface runoff and subsurface seepage. It is recommended that runoff be directed away from open excavations. Silty and clayey soils may become soft and pump if subjected to excessive traffic during time of surface runoff. Ponded water in construction areas should be drained through methods such as trenching, sloping, crowning grades, nightly smooth drum rolling, or installing a French drain system. Additionally, temporary or permanent driveway sections should be constructed if extended wet weather is forecasted. 2791 S Victory View Way-Boise,ID 83709-(208)376-4748-Fax(208)322-6515 www.mti-id.corn-m11 mti-id.com C0 T t V 2610 ,; MATERIALS 25 July 2019 TESTING & Page # 18 of 30 INSPECTION b I91254g_gcotech AN ATLAS COMPANY ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing a Special Inspections GENERAL COMMENTS Based on the subsurface conditions encountered during this investigation and available information regarding the proposed development, the site is adequate for the planned construction. When plans and specifications are complete,and if sigLiificant changes are made in the character or location of the ro osed structure consultation with MTI must be arranged as su lementa recommendations ma be re wired. Suitability of subgrade soils and compaction of structural fill materials must be verified by MTI personnel prior to placement of structural elements. Additionally, monitoring and testing should be performed to verify that suitable materials are used for structural fill and that proper placement and compaction techniques are utilized. 2791 S Victory View Way-Boise,ID 83709-(208)376A748-Fax(208)322-6515 www.m i-i -mtiLa-mti-id.com 11a720tg�I"°""" Testuq&Inapwlm MATERIALS 25 July 2019 TESTING & Page# 19 of 30 IF INSPECTION b191254"cotech AN ATLAS COMPANY ❑Environmental Services Ct Geolechnical Engineering ❑Construction Materials Testing ❑Special Inspections REFERENCES American Association of State Highway and Transportation Officials(AASHTO)(1993). AASHTO Guide for Design of Pavement Structures 1993. Washington D.C.: AASHTO. American Concrete Institute(ACI)(2015).Guide for Concrete Floor and Slab Construction: ACI 302.1 R. Farmington Hills,ME ACI. American Society of Civil Engineers(ASCE) (2013). Minimum Design Loads fbr Buildin -s and Other Structures: ASCE/SEI 7-1 tt. Reston,VA: ASCE. American Society for Testing and Materials(ASTM)(2013). Standard Test Method for Materials Finer than 75-um(No. 200)Sieve in Mineral Aggregates by Washine:ASTM Cl 17.West Conshohocken,PA: ASTM, American Society for Testing and Materials(ASTM)(2014).Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates: ASTM C 136.West Conshohocken,PA: ASTM. American Society for Testing and Materials(ASTM)(2012). Standard Test Methods for Laboratory Compaction Characteristics of Soil[sing Standard Effort: ASTM D698. West Conshohocken,PA: ASTM, American Society for Testing and Materials(ASTM) (2012). Standard Test Methods for L_abo_ratory Compaction Characteristics of Soil Using Modified Effort: ASTM D1557.West Conshohocken, PA: ASTM. American Society for Testing and Materials (ASTM) (2014).. Standard Test Methods for California Bearing Ratio:-ASTM D1883. West Conshohocken, PA: ASTM. American Society for Testing and Materials(ASTM) (2011). Standard Practice for Classification of Soils for Engineering Pu oses (Unified Soil Classification System): ASTM D2487.West Conshohocken, PA: ASTM. American Society for Testing and Materials(ASTM) (2010). Standard Test Methods for Liguid Limit, Plastic Limit. and Plasticity Index of Soils: ASTM D4318. West Conshohocken, PA. ASTM. American Society for Testing and Materials (ASTM) (2011). Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs:ASTM El745. West Conshohocken, PA: ASTM. Desert Research Institute. Western Regional Climate Center. [Online]Available:<http://www.wrcc.dri.edu/>(2019). International Building Code Council (2015). International Building Code,2015.Country Club Hills, IL:Author. Local Highway Technical Assistance Council (LHTAC) (2017). Idaho Standards for Public Works Construction, 2017. Boise, ID: Author. Othberg, K. L. and Stanford, L.A., Idaho Geologic Society(1992). Geologic Man of the Boise Valley and Adjoining Area, Western Snake River Plain, Idaho. (scale 1:100,000). Boise, ID:Joslyn and Morris. U.S. Department of Labor, Occupational Safety and Health Administration. CFR 29, Part 1926, Subpart P: Safety and Health Ret►ulations for Construction. Excavations(19861. [Online] Available: <www.osha.gov>(2019). U.S. Geological Survey (2019). National Water Information System: Web Interface. [Online] Available: <http://waterdata,usgs,gov/nwis>(2019). U.S. Geological Survey. (2011). U.S. Seismic Design Maps: Web Interface. [Online] Available: <https://earthquake.usgs.gov/designmaps/us/application.php>(2019). 2791 S Victory View Way•Soise, ID 83709•(208)376-4748 a Fax(208)322-6515 www,mti-id,com•mli( mti-id.com Copyr4h102019MAM815 Teong 6 Inepechm MATERIALS 25 July 2019 TESTING & Page#20 of 30 INSPECTION b191254g_geotech AN ATLAS COMPANY 0 Environmental Services ❑Geotechnical Engineering ©Construction Materials Testing ❑Special Inspections APPENDICES ACRONYM LIST AASHTO: American Association of State Highway and Transportation Officials ACHD: Ada County Highway District ACI American Concrete Institute ASCE American Society of Civil Engineers ASTM: American Society for Testing and Materials bgs: below ground surface CBR: California Bearing Ratio D: natural dry unit weight,pcf ESAL Equivalent Single Axle Load GS: grab sample IBC: International Building Code IDEQ Idaho Department of Environmental Quality ISPWC: Idaho Standards for Public Works Construction ITD: Idaho Transportation Department LL: Liquid Limit M: water content NISL: mean sea level N: Standard"N"penetration: blows per foot,Standard Penetration Test NP: nonplastic OSHA Occupational Safety and Health Administration PCCP: Portland Cement Concrete Pavement PERM: vapor permeability PI: Plasticity Index PID: photoionization detector PVC: polyvinyl chloride QC: cone penetrometer value, unconfined compressive strength,psi Qp: Penetrometer value,unconfined compressive strength,tsf Qu: Unconfined compressive strength, tsf RMR Rock Mass Rating RQD Rock Quality Designation R-Value Resistance Value SPT: Standard Penetration Test(140:pound hammer falling 30 in. on a 2:in.split spoon) USCS: Unified Soil Classification System USDA: United States Department of Agriculture UST: underground storage tank V: vane value,ultimate shearing strength,tsf 2791 S Victory View Way a Boise,ID 83709•(208)3764748 a Fax(208)322-6515 www.mti-id.com•mtitamti-id.com c4oyd"Q"19MM1 81* Teg,np&Inspeam MATERIALS 25 July 2019 TESTING & Page #21 of 30 INSPECTION b191254b gcolcch AN ATLAS COMPANY ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL GENERAL NOTES RELATivE DENSI1r}Y AND CONSISTENCY CLASSIRICA7TION Coarse-Grained Soils SPT Blow Counts N) Fine-Grained Soils SPT Blow Counts N Very Loose: - 4 Very Soft: <2 Loose: 4-10 Soft: 24 Medium Dense: 10-30 Medium Stiff' 4-8 Dense: 30-50 Stiff: 5-15 Very Dense: �50 Very Stiff.. 15-30 Hard: •30 Moisture Content: Cementation Description Field Test Description Field Test Dry Absence of moisture,dusty,dry to touch Weakly Crumbles or breaks with handling orsli ght finger pressure Moist Damp but not visible moisture Moderately Crumbles or beaks with considerable finger pressure Wet Visible free water,usually soil is below Strongly Will not crumble or break with finger water tablepressure PARTICLE SIZE Boulders: >12 in. Coarse-Grained Sand: 5 to 0.6 mm silts.. 0.075 to 0.005 mm Cobbles: 12 to 3 in. Medium-Grained Sand: 0.6 to 0.2 mm Clays- <0.005 mm Gravel: 3 in.to 5 mm Fine-Grained Sand: 0.2 to 0.075 mm UNIRIED SOIL CLASSIFICATION SYSTEM Major Dlvisions Symbol Soil Descriptions A- Gravel&Gravelly GW Well-graded gravels;gravellsand mixtures with little or no fines Soils GP Poorly-graded gravels;gravellsand mixtures with little or no fines <50°f° Coarse-Grained coarse Fraction GM Silty gravels;poorly-graded gravel/sandlsilt mixtures Soils<50"/u passes NoA sieve GC Clayey gravels;poorly-graded gravellsand/clay mixtures passes No.200 Sand&Sandy SW Well-graded sands;gravelly sands with little or no fines sieve Soils SP Poorly-graded sands gravelly sands with little or no fines >50% ,g Y coarse fraction SM Silty sands;poorly-graded sand/gravellsilt mixtures passes No.4 sieve SC Clayey sands;poorly-graded sand/gravel/clay mixtures ML Inorganic silts;sandy,gravelly or clayey silts Silts&Clays Fine Grained LL<50 CL Lean clays; inorganic,gravelly,sandy,or silty, low to medium-plasticity clays Soils>50% OL Organic, low-plasticity clays and silts passes No.200 MH Inorganic,elastic silts;sandy,gravelly or clayey elastic silts sieve Silts&Clays CH Fat clays;high-pIasticity,inorganic clays LL>50 OH Organic,medium to high-plasticity clays and silts Highly Organic Soils PT Peat,humus, hydric soils with high organic content 2791 S Victory View Way-Boise,ID 83709-(208)376-4748-Fax(208)322-6515 ±�w.ml.-id.ccrT-L-mGi�mJ-id:carrr caaYriq�lO2o19M-t-a-In Te-tmp d inspection MATERIALS 25 July 2019 TESTING & Page#22 of 30 INSPECTION b191254g_geu1cch AN ATLAS COMPANY J Environmental Services a Geotechnical Engineer!22 U Construction Materials Testing Q Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-1 Date Advanced: 12 July 2019 Logged by: Jacob Schlador, F.E. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.633300 Longitude: -116.355006 Depth to Water Table: Not Encountered Total Depth: 16.2 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Lab feet b s Sediment Classification I T� a ,eet b s QP Test ID Lean Clay (CL): Dark brown to brown, dry 0 0-1 8 to slightly moist, very stiff to hard, with fine- 2.54.5 grained sand. --Organics to a depth of 0.5 Foot b s. Sandy Silt (ML): Brown, dry, very stiff to hard, with fine to medium-grained sand. 1.8-4.9 --Moderate to strong calcium carbonate cementation encountered from 1.8 to 4.9 feet b s. Poorly Graded Gravel with Sand (GP): Brown to light brown, di), to slightly moist, 4.9-16.2 dense to very dense, with fine to coarse- grained sand, fine to coarse gravel, and 6- inch-minus cobbles. 2791 S Victory View Way•Boise,ID 83709•(208)376-4748•Fax(208)322-6515•� www.mti-id.com•rrntiftti-id.com °°°r "`"AInSP iOM MATERIALS 25 July 2019 40 TESTING & Page# 23 of 30 INSPECTION b191254g_geotech AN ATLAS COMPANY U Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing U Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-2 Date Advanced: 12 July 2019 Logged by: Jacob Schlador, RE. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.633584 Longitude: -116.354920 Depth to Water Table: Not Encountered Total Depth: 8.3 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Lab Feet b s Sediment Classification Type (Feet b s QP Test ID Silty Gravel with Sand Fill (GM-FILL): 0.0-1.0 Brou!n, d y, meduun dense to dense, ivith fine to coarse-grained sand and fine to coarse ravel, Lean Clay with Sand (CL): Dark broil ii to 1.0-2.6 brown. diy to slightly moist, stifJ'to very stiff, ivith one- rained sand. Sandy Silt (ML): Browi!r to light brown, dry to slightly ntoist, stiff to hard, with fine to 2.6-6.9 niedhan-graured sand. --Moderate calchnn carbonate cementation encountered rom 3.3 to 6.9 feet b s. Poorly Graded Gravel with Sand (GP): 6 9-8 3 Brown to light brown, diy, dense to very dense, with fine to coarse-grained sand,fine to coarse gravel, and 5-inch-ininus cobbles. 2791 S Victory View Way-Boise,ID 83709-(208)376-4748•Fax(208)322-6515 Cepyd www.mti-id.eom•mtit7a mti id.com gN02019Matends Tesbnq#Inwecum MATERIALS 25 July 2019 TESTING & Page# 24 of 30 INSPECTION 6191254g._geotech AN ATLAS COMPANY U Environmental Services ❑Geotechnical Engineering U Construction Materials Testing J Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-3 Date Advanced: 12 July 2019 Logged by: Jacob Schlador, P.E. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.633264 Longitude: -116.355525 Depth to Water Table: Not Encountered Total Depth: 8.1 Feet bgs Depth Yield Description and USCS Soil and Sample Sample Depth Lab Meet b s Sediment Classification Type _(Feet b s Qp Test ID Lean Clay(CL):Brown, dhy to slightly moist, ruedhun stiff to very stiff, with fine-grained 0.0-l.8 sand. 1 0.2 0 --1 to 2 inch layer of poorly graded sand fill materials were encountered at ground stu ace. Sandy Silt (ML): Brown to light brown, dry to slightly moist, very stiff to hard with fine 1.8-4.0 to niediunr-grained sand. --Moderate to strong calcium carbonate cementation encountered from 1.8 to 4.0 feet b s. Poorly Graded Gravel with Sand (GP): Light 4.0-8.1 brown, dry, dense to very dense, with fine to coarse-grained sand, fine to coarse gravel, and 6-inch-minus cobbles. 2791 S Victory View Way•Boise,ID 83709-(208)376-4748•Fax(208)322-6515 +Nury`m1�.ad Cvm•rni�rnli-id.cvrn Copyriphtc201SMatenele TnWV 6lnspectw MATERIALS 25 July 2019 TESTING & Page#25 of 30 INSPECTION b191254g_gcolech AN ATLAS COMPANY O Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-4 Date Advanced: 12 July 2019 Logged by: Jacob Schlador, P.E. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.633528 Longitude: -116.356192 Depth to Water Table: Not Encountered Total Depth: 6.9 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Lab (Feet bgs) . Sediment Classification Type Feet bgs Qp Test ID Lean Clay (CL): Dai k brown, dq to slightly 0 0-1 7 moist, stiff' to very stiff, with fire-grained GS 1.0-1.5 1.5-3.0 A sand. --Organics to a depth of 0.4 foot bgs. Sandy Silt (ML): Brown to light brown, dry to slightly moist, stiff to bard, with fine- grained sand. 1.7-6.9 --Moderate to vei3J strong calcium carbonate cementation fi-om 3.0 to 6.9 feet bgs. --Refusal on ver}, strong calcium carbonate cementation at 6.9 feet bgs. Lab Test ID M LL PI Sieve Analysis % assin % - - #4 #10 #40 #100 #200 A 21.9 42 23 100 100 99 97 94.3 2791 S Victory View Way-Boise,ID 83709-(208)376-4748-Fax(208)322-6515 www.mti-id.com-mti mti-id.com nn msh-cis a MATERIALS 25 July 2019 TESTING & Page#26 of 30 INSPECTION b191254g-�eatcch AN ATLAS COMPANY ❑Environmental Services ©Geotechnical Engineering ❑Construction Materials Testing a Special Inspeclions GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-5 Date Advanced: 12 July 2019 Logged by: Jacob Schlador, P.E. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.633009 Longitude: -116.355694 Depth to Water Table: Not Encountered Total Depth: 7.8 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Lab __(Feet b Sediment Classification Ti a Feet b s Qp Test ID Poorly Graded Gravel with Sand Fill (GP- 0.0-0.5 FILL): Light brown, dry, loose to medium dense, svith fine to coarse-grained sand and fine to coarse gravel. Lean Clay (CL): Dark brown to brown, dry 0.5-2.1 to slightly moist, stiff�to very stiff, with fine- rained sand. Sandy Silt (ML): Brawn, dry to slightly 2.1-3.9 moist, stiff to very stiff, with fine-grained sand. Poorly Graded Gravel with Sand (GP): 3.9-7.8 Brown to light brown, dry, dense to very dense, with fine to coarse grained sand,fine to coarse gravel, and 6-inch-minus cobbles. 2791 S Victory View Way-Boise,ID 83709-(208)376.4748•Fax(208)322-6515 Maleriais www,mti-id.com-mli(}mti-id.com CapyrdTestin &Inspectim n0 n.axuon MATERIALS 25 July 2019 TESTING F: Page# 27 of 30 INSPECTION b I 91254g_gcolecii AN ATLAS COMPANY ❑Environmental Services 0 Geotechnical Engineering ❑Construction Materials Testing 0 Special Inspections AASHTQ PAVEMENT THICKNESS DESIGN PROCEDURES Pavement Section Design Location: Proposed Commercial Development,Light Duty Average Daily Traffic Count: 500 All Lanes S Both Directions Design Life: 20 Years Percent of Traffic in Design Lane: 5001 Terminal Seviceabinily irides[Pill. 2.5 Level of Reliability: 95 Subgrade CBR Value: 3 Subgrade 111r: 4,500 Calenlalion of Design-I8 kip ESAL% Daily Growth Load Design Traffic Rate Factors ESALs Passenger Cats• 166 2.00o 0,0008 1,179 Buses- 0 2.000 0.6806 0 Panel&Pickup Trucks: 80 2.00o 0.0122 9,656 2-Axle,6-Tire Trucks; 3 2.00o 0.1890 5,028 Emergency Vehicles; 1.0 2000 4.4800 39,731 Dump Trucks; 0 2 0°.0 3.6390 0 Tractor Semi Trader Trucks; 0 2.000 2.3719 0 Double Trailer Trucks 0 2.00o 2.3187 0 Ilemy Tractor Trailer Combo Trucks: 0 2.00e 2.9760 0 Average Daily Traffic in Design Lane- 250 Total Design Life 18-kip ESALs: 54 593 Actual Log(ESALs): 4 737 Trial SN: 2.78 Trial Log(ESALs): 4.737 Pavement Section Design SIV: 2.81 Design Depth Structural Drainage Inches Coefficient Coefficient Asphaltic Concrete: 2.50 0.42 nla Asphalt-Treated Base: 0.00 0.25 nla Cement-Treated Base: 000 0.17 n/a Crushed Aggregate Base: 400 0.14 1.0 Subbase: 1200 0.10 1.0 Special Aggregate Subgrade: 0.01) 009 09 2701 S Victory View Way•Boise,ID 83709•(208)3764748•Fax(208)322-6515 www.mti-id.com•mWEDrriti-id.com copyright c 2010 6kaisnel2 TesUng E Inspeebw MATERIALS 25 July 2019 TESTING & Page# 28 of 30 INSPECTION b191254g_geolech AN ATLAS COMPANY ❑Environmental Services O Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections AASHTO PAVEMENT THICKNESS DESIGN PROCEDURES Pavement Section Design Location: Proposed Commercial Development,Heavy Duty Average Daily Traffic Count: 500 All Lanes R Both Directions Design Life: 20 }'cars Percent of Traffic in Design Lane: 500= Trminal Scs iteibility Indci tPtl: 25 Level of Reliability: 95 Subgrodc CBR Value: 3 Subgrade Mr: 4,500 Calculation of Design-18 kip ESALs Daily Gro%vih Load Design Traffic Rate Factors ESALs Passenger Cars: 150 2 00"a 00008 1,064 Buses: 1 201. 0 6806 6,036 Panel&Pickup Trucks; 84 2 0 00122 9,088 2-Axle.6-Tire Trucks: 10 2 0% 01890 16,762 EmergencyVchtcics: 1.i1 2.Wo 4.4800 39,731 Dump Trucks: 2 2.0% 3.6300 64,386 Tractor Semi Trailer Trucks: 2 2.0% 2.3719 42,071 Double Trailer Trucks 0 2,0% 2.3187 0 Heavy Tractor Trailer Combo Trucks 0 2.0% 2.9760 it Average Daily Traffic rn Design Lane 250 Total Design Life IS-kip ESALs: 179.137 Actual Lag(ESALs): 5 253 Trial SN: 3.39 Trial Log(ESALs): 5 257 Pavement Section Design SN: 350 Design Depth Structural Drainage Inches Coefficient Coefficient Asphaltic Concrete: 300 0.42 nla Asphalt-Treated Base: 0.00 0.25 n/a Cement-Treated Base: 0.00 0,17 nla Crushed Aggregate Base: 6.00 0.14 1.0 Subbase: 14.00 0.10 1.0 Special Aggregate Subgrade: 0.00 0.09 0.9 2791 S Victory View Way-Boise,ID 83709-(208)3764748-Fax(208)322-6515 www.mti-id.com-mtit-a?mti-id.com Copyright c2019Matenal: Tntinq d inip000n m rTl CA D r•F S [ IAN ,s CD n Z CL32 C i to to v� m .. .i c z ut w C� vs 2 G UZI3 ifm.9 S. tl M!DV3-S"- W.T A `r G b ti IN LOVECLOVERDALE RD N CLOVER lb . RAG 3 S, M 3 f v `D a P N FIVE MILE RD rl I � � � z T A S MAPLE pVF fop N f,IAPLE GROVE RD p N MAP GROVE RD N _ V � + 0 cc_" " 2, tp C@ . c u ,n Ch ia ato N Q. y i 0 lz 6 z v G CDf/J { ! 2 N v � ��-' rt > Z m _7 to O C6 = IYIS' D Q S UlC. m m -r1 `"m j Z N m ■emu [� � � I �. i• y— ■ N■ old '' ' ' • rl � I 1 1 11 1� 1 , 11 1III = I _ S i � 11 • 11 r j I w ■ t 1 n r Ir 11 cn � II 11 I t If n f , r) �� I K 1 Ig � I I . I j cn At N - r --7IN _ N LC�YIiY�11Y1\I-� 1 _ � f 1 t I 'p • ^ 1 I 1 J rr L.1 1 L J 1Ln f f x oil , I f � � �� h�N I � ■ EAGLE ROAD N r- !no� m p O C d CJ1 0� G1 1 a n m m Wow a Cl) � 5 N n m m CD A7 ai0 �? m to � m N r n m Z m ac s O m w Z N ' CD n1% DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 0-FleEagle CommSons a t us t ic k and Eagle " ote T HE .'LOZ, W LAND ■ [RI � � -, 0 - - GROUP F� '� . .i e m rovemen sX : j =�li F Constructmion Drawings 0 Engineer's Standard Notes: City of Meridian - Standard Notes: City of Meridian - Standard Notes: Vicinity Map: 1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE GENERAL CONSTRUCTION: PRESSURIZED IRRIGATION CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL BEING CONSTRUCTED. SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OFr- 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY THE ADA COUNTY HIGHWAY DISTRICT (ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND R ,a ,' ,p - THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL A .n W "' EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING - WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE STANDARDS OR SPECIFICATIONS. QUALITY(DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. � ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR DRAINAGE FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE. DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). Ustick Road " Ustick Road' 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITO SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE W ' DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE _ - COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER PROJECT MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE SITE AT ALL TIMES. THE APPROPRIATE PERMIT. "'' ` ` " -`' LOCATION CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (1-800-342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION Balancing Earthwork Notes: CONFERENCE PRIOR TO START OF WORK. R CL 4. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE HIS OWN DETERMINATION OF QUANTITIES REQUIRED TO oe APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE COMPLETE THE WORK. ANY IMBALANCE IN THE ACTUAL EARTHWORK WHICH MAY OCCUR SHALL BE ADJUSTED BY t ' BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. ALL WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. EITHER OF THE FOLLOWING METHODS: "' NOT TO SCALE O TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. � � 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 1.1. WHEN SUFFICIENT MATERIAL IS NOT AVAILABLE FROM THE EXCAVATION AREAS TO CONSTRUCT THE _ 5. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. EMBANKMENTS,THE CONTRACTOR SHALL ARRANGE FOR AND OBTAIN MATERIAL TO COMPLETE THE WORK. AGENCIES OR AS SET FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF BORROW MATERIAL SHALL BE EQUAL TO OR BETTER THAN THE ON-SITE EMBANKMENT MATERIAL. THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THIS REQUIREMENT AT THE REQUEST OF THE APPROVING 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE Benchmark: y � AGENCY AND/OR THE DESIGN ENGINEER PRIOR TO FUND DISBURSEMENT COVERING SAID WORK. APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS 1.2. WHEN EXCESS MATERIAL EXISTS BEYOND THE REQUIRED TO COMPLETE THE EMBANKMENTS, THE CONTRACTOR SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION SHALL DISPOSE OF THE EXCESS MATERIAL AT A LOCATION SELECTED BY THE CONTRACTOR OUTSIDE OF THE THE VERTICAL RELIEF SHOWN HEREON WAS SURVEYED ON THE GROUND, CONTOURS ARE ONE FOOT INTERVALS,THE W 6. WORK SUBJECT TO AGENCY OR PROJECT ENGINEER'S APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. PROJECT BOUNDARIES. VERTICAL DATUM IS NAVD 1988,THE BENCHMARK USED WAS THE NORTHEAST CORNER OF SECTION 5,T. 3N., R.1 E., TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT BM: ELEAATION = 2627.17, NAVD 88 DATUM. PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING IEEE E RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT Client / Owner / Developer: Q PAVING. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES Sheet Index: WADSWORTH DEVELOPMENT GROUP, LLC 0 DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE GOVERNING AGENCY,AT NO EXTRA COST TO THE OWNER. PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE SHEET SHEET TITLE BRAD WATSON y CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN NUMBER 166 E. 14000 S. SUITE 210 Z 8. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. DRAPER, UTAH 84020 O PROTECTED. GENERAL 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY PH: 801-748-4088 9. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. C1.00 COVER SHEET&NOTES Q CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY C1.01 GENERAL NOTES E-MAIL: BRAD@WADSDEV.COM CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION C1.02 OVERALL EXISTING CONDITIONS Civil Engineer: 10. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY C1.10 SITE DEMOLITION PLAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), LATEST EDITION, AND THE ACHD SUPPLEMENTAL ENGINEER. C1.20 ROW DEMOLITION PLAN THE LAND GROUP, INC. O Q SPECIFICATIONS. NO EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND ROADWAY: JAMES W. GUTE P.E. PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A ESC C* CD RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY 462 E. SHORE DR., SUITE 100 Y 11. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONSTRUCTION. C1.50 OVERALL ESC SITE PLAN EAGLE, ID 83616 W3 U 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY AND UTILITY TRENCHES ABOVE THE C1.51 ESC SITE PLAN NORTH PH: 208.939.4041 y � 12. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS PIPE ZONE. C1.55 ESC DETAILSCZ OTHERWISE NOTED. THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. E-MAIL: JGUTE@THELANDGROUPINC.COM c j - WATER SITE & MATERIALS PLAN Q Cz 13. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC C2.00 OVERALL PLAN Landscape Architect: Q 14. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN C2.20 PARKING AREA PLAN W o INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS GENERAL CONSTRUCTION NOTE N0. 1. THE LAND GROUP, INC. RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES C2.21 USTICK ROAD MATTHEW T. ADAMS P.L.A. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, � 1 BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE C2.22 N CAJUN LANE Revisions 0 CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OFTEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE 462 E. SHORE DR., SUITE 100 REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL DETAILS C250 SITE DETAILS EAGLE, ID 83616 1 RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO . COSTS THE OWNER. RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER PH: 208.939.4041 RULES (IDAPA 58.01.16). C2.51 SITE DETAILS E-MAIL: MATT@THELANDGROUPINC.COM 15. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, C2.60 TYPICAL SECTION EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND SITE GRADING &DRAINAGE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE C3.00 PLAN 16. CONTRACTOR SHALL HAVE A STAMPED AND APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.), LATEST EDITION, ACHD SUPPLEMENTAL DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). C3.50 DETAILS APPROVED FOR IDAHO CONSTRUCTION SPECIFICATIONS AND CITY OF MERIDIAN STANDARDS AT THE WORK SITE AT ALL TIMES. ROADWAY 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A APPROVED FOR CONSTRUCT 17. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD AS-BUILT STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). C4.11 USTICK SIDEWALK These plans and/or specifications have been QLPE PLAN REVIEW reviewed for compliance with Meridian City INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR C4.12 USTICK SIDEWALK DETAILS Standards and Specifications. This review does not SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER These plans and/or specifications have been relieve the owner, engineer, or contractor of the USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL C4.50 USTICK WIDENING reviewed b a responsibility to design and/or construct those OF RECORD DRAWINGS. COORDINATE WITH THE PUBLIC WORKS INSPECTOR. y Qualified Licensed Professional facilities in compliance with all current applicable C4.60 N CAJUN LANE (PRIVATE) Engineer (QLPE) for compliance with IDAPA federal, state and local laws, rules, regulations, 18. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3)WORKING DAYS PRIOR TO THE START SEWER C4.70 USTICK ROAD SIGNING &STRIPING 58.01.08 and 58.01.16 as allowed under ordinances, development agreements, OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES IDAPA specifications, orders h approvals, all c which ( Idaho Code 39-118. If construction does not the City retains the right to enforce. THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. UTILITY PLANS ZONAL E REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, commence within twelve (12) months of this inconsistencies not noted by City staff shall not �,ra`' ��sT NG be construed as approved unless specifically F, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. C5.00 WATER PLAN pp p addressed in writing b the City. An proposed 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, approval date, plans and/or specifications g y y. y P P revision to these plans must be submitted for STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OFTEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE C5.20 SEWER PLAN AND PROFILE must be resubmitted for review. P DRAINAGE: WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL review and compliance with the Meridian City 68 ( ) ELECTRICAL PLAN Standards and Specifications before said revision s 11/16/202,9 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES DocuSigned by: Is constructed. T WORKS DEPARTMENT ON SITE AT ALL TIMES. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA E0.00 ELECTRICAL COVER SHEET OF\� 11621 11/19/202 4��'�'ri�i4€�er 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS 58.01.16). E1.00 ELECTRICAL SITE PLAN - PARKING Lic. No. Date Name Date LOT LIGHTING DEPARTMENT. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER Keller Associates, Inc. 208-288-1992 MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND E1.10 ELECTRICAL SITE PLAN -STREET Project No.: 119025 3 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE LIGHTING Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC E2.00 ELECTRICAL DETAILS Construction Project Milestone: Bid Set APPROVAL IS CONTINGENT UPON INSPECTION. DRINKING WATER SYSTEMS E2.10 STREET LIGHTING DETAILS General 4. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). By stamping and signing the improvement plans,the Registered Engineer ensures the 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A LANDSCAPE PLAN Dig Line, Inc■ District that the plans conform to all District policies and standards. Variances or Cover Sheet & Notes MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' 5. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINEwaivers must be specifically and previously approved by the District in writing. A STORM WATER TREATMENT FACILITY I.E. SEEPAGE BED DRAINAGE WALE L1.00 OVERALL Acceptance of the improvement plans by the District does not relieve the Registered t E OF SEASONAL HIGH GROUNDWATER ELEVATION. RE DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC CROSSES S 0 C ( S G S, G S S) ////�+ Call Before You Dig. g p IIII/ Engineer of these responsibilities. m=� WORKS DEPARTMENT. L1.50 DETAILS ++++ IRRIGATION PLAN 811 BY: DATE: C1 ■0 0 L2.00 OVERALL ADA COUNTY HIGHWAY DISTRICT L2.50 DETAILS DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 Nl%5 = T H E Grading and Drainage Notes: wiw� WE1. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN THE SUBGRADE IN SUCH A CONDITION THAT IT WILL . LAND BE WELL-DRAINED AT ALL TIMES. DRAINAGE DITCHES SHALL BE CONSTRUCTED AS NECESSARY TO AVOID DAMAGE GROUP TO THE CONSTRUCTION SITE. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND ELEVATION OF ALL TIE IN POINTS PRIOR TO CONSTRUCTION AND SHALL CONTACT THE DESIGN ENGINEER WITH ANY DISCREPANCIES. THIS SHALL BE FOR ALL SURFACE AND SUBSURFACE CONNECTIONS. 3. UNLESS NOTED OTHERWISE, ALL STORM DRAIN PIPE (ABBREVIATED SD ON PLANS) SHALL BE ASTM D 3034 PVC; AASHTO M 252 OR AASHTO M 294 HDPE PER ISPWC SECTION 601. 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE ISPWC SECTION 301. 5. PIPE COUPLINGS SHALL CONFORM TO THE REQUIREMENTS OF ISPWC SECTION 601 PART 2&2.3. ALL DISSIMILAR SIZE PIPE MAINLINE (GREATER THAN 12"DIAMETER)TO MAINLINE CONNECTIONS SHALL BE WITH ECCENTRIC FITTINGS (MATCHING INVERT ELEVATIONS)AND SHALL PROVIDE A WATERTIGHT CONNECTION. ALL STORM DRAIN SERVICE LINE CONNECTIONS SHALL BE TYPE"A" PER ISPWC SD-511 (PREFERRED) OR TYPE"C" (MATCHING CROWN). ALL PIPE SHALL BE PROVIDED WITH 1-FOOT MINIMUM COVER. 6. PROVIDE A FLEXIBLE MANHOLE CONNECTOR (KOR-N-SEAL OR APPROVED SUBSTITUTION) FOR ALL PIPE CONNECTIONS THROUGH CIRCULAR STRUCTURES (MANHOLES AND CATCH BASINS). CORE DRILL ALL RECTANGULAR STRUCTURES AND GROUT PENETRATIONS WATER-TIGHT PER ISPWC SECTION 703. W ACHD Standard Notes: C� ACHD STANDARD CONDITIONS: 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. UJ 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR RIGHT-OF-WAY. Q 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6280. 0. 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. O 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CJ am CONTROL PLAN WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY Cz RECOMMENDED THAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. ODER 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN CIO WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE 4) NUMBERS) FOR DETAILS. IEEE E 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. cc 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD O CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. CIO ACHD ROADWAY NOTES: O 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE Q ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR O BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN Q SECTION 6000 OF ACHD POLICY MANUAL: O ¢O 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF pC THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING Y OPERATIONS. UJ U 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, CA �j o CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 7D CZ 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT C :2 FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. w CZLF- 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL 3: � IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR W o � TIME IS A CRITICAL FACTOR. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. Rev 1 Revisions Q 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT 1' SECTION OR THE SECTION NOTED ON THE ASPHALT PAVING SECTION DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS GREATER. 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION DIVISION. CONTACT INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE APPROVED FOR RIGHT-OF-WAY. INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. IDAHO CONSTRUCTION 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL These plans and/or specifications have been PAVEMENT MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL reviewed for compliance with Meridian City TRANSITION SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable Certification of Compliance with Design Standards: federal, state and local laws, rules, regulations, ordinances, development agreements, 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE specifications, orders or approvals, all of which the City retains the right to enforce. ANAL WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER inconsistencies not noted by City staff shall not ra`'IT LNG ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL be construed as approved unless specifically ��'��G\S _ VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY addressed in writing by the City. Any proposed DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE revision to these plans must be submitted for review and compliance with the Meridian City 68 Standards and Specifications before said revision s 11/16/20N is constructed. T 9reOF01 Name Date W.G�� Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 3 Construction Project Milestone: Bid Set General By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or General Notes waivers must be specifically and previously approved by the District in writing. t E Acceptance of the improvement plans by the District does not relieve the Registered E Engineer of these responsibilities. �za BY: DATE: C1 ■0 ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 / "A T H E Survey (Votes � LAND 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. . THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND GROUP EVIDENCE, UTILITY FACILITY MAPS AND AS-BUILT PLANS.THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. SSMH 10443 RIM = 2622.05 _ RIGHT OF WAY DEED _ IE IN (N) = 2601.90 INSTRUMENT No. W I Legend IE IN E 2601.77 106200711 ( ) r; G G G G G G G G G G G �G G G FOUND BRASS CAP MONUMENT N89°34'39"E G - RIGHT OF WAY DEED IE IN (S) = 2602.05 - 0G G G G G G -G G G 11 E. UStick Road G g2Q' l _ 27.57' W INSTRUMENT No. _W IE OUT(W) = 2601.95 W W W W , _W- o I"I I"I - W W W�'l? W W W W - '"' W W W W W FOUND ITD HIGHWAY MONUMENT 113068849 ,2623- S89 39 20 W 2656.46 --- - S D S -S89°39'23"W 832.83'��y��SS D SS SS SS'-SS - S SS SS s_ SS S SS -S89°39'12"W 495.33'�- - _ _SS SS S O FOUND MAG NAIL 1328.30 N00°15'09"W GUY - _ GUY GUY S01°05'59"W- T - ' SSA OO FOUND 1/2"STEEL PIN MONUMENT UJ T 48.00' ANCHOR N89°39'20"E 374.57 ANCHOR - - 4"5' GUY11 T T S89° 20"W 125.1 m sr S86001147"E 180.57'lp ® FOUND 1"STEEL PIN MONUMENT - - IRR s cn 0 P Orr - s - rr_-'� - - ;jv- N89°39'20' 181.46' _ s ANCHOR _ - I 9 -- ___ ` s _ _ _ _ - _ - - - 3= 1 _ -1 - ` ETfil \ \ HP O�iP FOUND 5/8"STEEL PIN MONUMENT \ \ o „ -'�71 ` , ,S44°47'01"W 53.86' 2 _ Q CURB& GUY 35 W 40.04 \ / / - - ----- 1 s 1- - �fRf� - - _ 3 PIRR 3 PIRR GUY ,262 _ 3"PIRR \ s S GUTTER ANCHOR =_� - FORMERLY 58.01' SET TEMPORARY BENCHMARK o PO E 0 E ( ) _ _ ANCHOR S44°30'12"E 45.83' I I \ R \ \ S89 3` TR FO E P LE EXISTING / SSMH l 0 SANITARY SEWER MANHOLE UJ GHT OF WA ° o - I CURB&GUTTER GIRR( GIRR - Q WIT �� o o �'� tF R BOX 4 \ RIM:2626.94 ® ® ® CATCH BASIN _ ------------____ c'c�'� 6, I I ------INsbul------- �-2624 RIGHT OF WAY DEED T SO C.I.P. BOX IE(N)12 PVC:2605.43m EXISTING --- \ T 5044 ------ - -- INSTRUMENT No. IRRIGATION D STORM DRAIN MANHOLE o ISPWC (ACHD SUP) SD-619 IE(E)12 PVC:2605.44 (� I 2� _ _ HEADWA L ___ 106009522 ® MONITORING WELL LU _ _ __ A: 8+58.63, 0.00' i MW o ISPWC(A .. . O9 . --- -- � - - --- --- - -- - - - R!M: 2625.00± CURB&GUTTER sT . o h 36 GI 36"GIR RIM!2622.5 6"GIRR 6"GIRR I SUMP: 2615.32 CC 0 SIGN 02 -- - -- \ - POWER POLE - - - --- - - _ - - - \ - �- i�IN 261632,361NRCP S I cc O ,r> N I a --- - - - -- - -- -- 00 OUT: 2616.32, 36-IN RCP (W) o \a' IN:2616 (E) D \ c+7 ; T:2616.02 36 IN RCP NW) \ \ \ � \ CONCRETE I w ILL, OT TELEPHONE MANHOLE ° EXISTING - - - - - - - \ \\ ^\\ SPILLWAY z GUY ANCHOR o \ o LT IRR BOX W W W I ��' \ \\ ti J � 5 Fi SQ C.. .BOX \ I \ \\ z # LIGHT 0 1 1 ALK PERISPWC-(ACHD-SUPj5D�1� - - - - - - - \ \ I I � \\ \ o N o - , � � z o� o SS H 12046 0 ® \ _ _ _ W • � \ \ I T, SIGNAL MAST ARM N = 78 �„ SN�AW.28T `. ®® ® �W\� -- I WATER \\ \\ 7° LU 0 SIGNAL RISER cc IE IN:2616.02,36-IN RCP(E) �[ w I \ co IEI - 36 ` , I IE - 1 g 3� IE OUT:2615.32,36 IN RCP(W) v ® \�� \ a'� M - SPIGOT \ I �r ® WATER METER ® 70 \ 00 Q \ a, ®® I \\ " 0 z CURB &GUTTER ® WATER VALVE o LU i �� _ I v v FIRE HYDRANT 1 EASEMENT FOR v� CROSS-ACCESS O �- \ - --- �� G 113 G - - w < 24.72' \\ �6� ® IRRIGATION VALVE cn LI RIGHT OF Z ' EASEMENT(ACHD) \\ \ \\ \ �\ \ CONCRETE BOL ( CHD) I �\\ I SPILLWAY BOLLARD �• I ( FUTURE DEVELOPMENT BY \ - - _ EXISTING 4r �2622` ` 1\ ) I © CABLE RISER O / \ OTHERS (NOT-A-PART) GIRR BOX 5, I c'' -�- �--- - - co`L`1' _ \ � ❑E ELECTRIC BOX 5-FT SO C.I.P. BOX \I -- - - - Q WMTR c\ ASPHALT PER ISPWC (ACHD SUP) SD-619 I\ _ \ 36'GI R 6" I R ° -+ GIRR GIRR ❑T TELEPHONE RISER z X SIDEWALK STA: 10+72.63, 0.00' L� / 36"GIRR _ RR RIM: 2624.00+ -\ \ - ---\ --- - - - L- - � I ❑0 ELECTRICAL TRANSFORMER \X� - / - - -GHF� -- S84°06'00"E I o LOT 2 III CURB, GUTTER \ SUMP: 2615.43 \ FUTURE DEVELOPMENT T °C GAMMON REAL &SIDEWALK \ �, 51.29 Q I IE IN: 2616.43, 36-IN RCP E ESTATE TRUST ( ) �\ \ BY OTHERS (NOT-A-PART) `L �, O 0 C„ IE OUT: 2616.43, 36-IN RCP (N) ` I w I I O Q z o D ��( ��/ II I - o DECIDUOUS TREE O ,,, Y ASPHALT N� \ \ _ _ P I UGP UGP oLU SIDEWALK ( I r?8'1Q� 10.59' .26, \ z - a- -----_ / II I I I I W Roo U J z CURB, GUTTER / LOT 24803 CURB, GUTTER / \ / o_ ` I a BOUNDARY LINE y cn I KSON S RE HO , INC. &SIDEWALK / \ / / "' I S I cue I � M CD LOT 2 &SIDEWALK - - - \\ // \`2621\ I / \ / I -- - - --LU EXISTING PARCEL LINE � CZ SECTION LINE Q s= SSMH 12399 W W �26 / \ cc W W ,� 2r l / - \ CONCRE W T RIM = 2619.15 _ _ CD - ---------- - EASEMENT LINE a Lo LE IE IN (S) = 2604.35 S SS SS SS SS S LOT 24 \_ - - / , ---- /_ a \ \\ SPILLWA I CO) T z - L \ \ I ° \ --___ - _ _ _ _\ � 1r cc ROADWAY CENTERLINEUJ CC) IE OUT(N) = 2604.29 I \ \ �2622- \ ti 1 - N w CONCRETE AREA ce s < / N V I I I cc w CO 1 til � o Q Cr N o 1 CURB&GUTTER S SS SS S (,y 26 \ / I co I oo cn CURB AND GUTTER Revisions �/ CL -2623- - � / < 1. CCES W '� / I I � m EG EG EDGE OF GRAVEL / \ � �� W � CURB&GUTTER I EP EP EDGE OF PAVEMENT W - -X- -X- -X- FENCE LINE X X 3� W ,' 262 CON G G GAS LINE S SS �SS � 7 �� _ 4.78 LOT 31 10 29 510.2 / I OHP OVERHEAD POWER LINE M3 INVESTMENTS, LLC. / I = 2622.30 UGP UNDERGROUND POWER LINE IE IN (N) = 2609.76 TRASH I I SS SS SANITARY SEWER LINE IE IN (S) = 2609.78 ENCLOSURE co I I n IE OUT W = 2609.64 / SD SD STORM DRAIN LINE CROSS-ACCESS ( ) / TAIL 7 / S83°54'00"E - - - - EASEMENT / LOT 25 w BREEDING I 57.36' OHT OVER HEAD TELEPHONE LINE DRIVE ROUGH i / IDAHO MUTUAL TRUST WIND LANE I UGT UNDERGROUND TELEPHONE LINE N I W W WATER LINE LOT 30 r w MASON CREEK, N I ` 2600 EXISTING GROUND CONTOUR CIO \ WMTR LLC N rn I OVAL S � f EP \ T �C�'� C,\ST ENG CURB, GUTTER \\ I \ CURB, GUTTER &SIDEWALK / ® - \ CROSS-ACCES / 6 8 &SIDEWALK EASEMENT 11-% \�\ ' 11/16/20N - - - - - - - - - - - - - - - J"TEOF0 I - / W.G ��, �� I Plans Are Accepted For Public Street Project No.: 119025 CURB � - �.L- -- - - - - - - - - - - -- - --- - --- - -- Date of Issuance: 11/16/2020 1 ISLAND \- , - I Construction Project Milestone: Bid Set By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. overall Existing RAcceptance of the improvement plans by the District does not relieve the Registered t m m 0 60' 120 Engineer of these responsibilities.Overall ExistingConditions onditions BY: DATE: a 9 ADA COUNTY HIGHWAY DISTRICT C1 ■0 Horizontal Scale: 1" = 60' ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 - SS — is SS —SS — — Ss SS �— Ss SS — sa— Ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss s Sheet Notes: i �� Cn CD _— & �—. TH E E. Ustick Road r s � 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01. L AN D 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN . T T T T T T T T T T T T T T T T T T T T T T T T APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, - G R oup o ��T—�T T CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE 1 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED _ AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL OHP S J' UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY GP U OHP R G COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF _ UGP _ UGp- - - _ _ _ _ - - - - - - - - - - - - - - - - - � ��I - - _ _ S _ _ _ _ _ S _ _ _10 S _ S 48-HOURS PRIOR TO DIGGING. 6 ^H� L�HP nHP HP HP 01 - - - - - - - - - - - UGPOHP OHP UGP OHP UGP nHP -�� 9H� —�' - �� UGP 6 J� 3. ALL UTILITY, IRRIGATION, DRAINAGE, SEWER AND STREET LIGHT EASEMENTS 6 SHOWN HEREON SHALL REMAIN IN PLACE. EP 6 \ ` ~ SS/ 4. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND 8 \ 0 EVIDENCE. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACTUAL LOCATION I \ S OF THE UNDERGROUND UTILITIES. 2 5. RETAIN AND PROTECT ALL EXISTING UNDERGROUND UTILITIES, EXCEPT THE UTILITY 6 - THAT NEED TO BE RELOCATED OR REMOVED CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH EACH UTILITY PROVIDER. UJ 3 i;: T 6. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES WITHIN THE 13 PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED 2 GIRR BY THE AGENCY HAVING JURISDICTION. I 1 Keynotes: # W Y 1. REMOVE EXISTING PIPE AND HEADWALL, NO LONGER USED. COORDINATE WITH NAMPA&MERIDIAN IRRIGATION DISTRICT. Z ~ 2. PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK. a CL 3. PRESERVE AND PROTECT EXISTING SEWER UTILITY AND ASSOCIATED EQUIPMENT.ADJUST RIM TO GRADE AS REQUIRED. O I � 4. PRESERVE AND PROTECT EXISTING CURB AND GUTTER. 7 CJ 5. REMOVE AND DISPOSE OF EXISTING WELL PER CITY AND STATE REQUIREMENTS. mime 4 R.O.W. DEMOLITION AREA SITE DEMOLITION AREA 6. PRESERVE AND PROTECT EXISTING POWER UTILITY, GUY WIRES AND co �- ASSOCIATED EQUIPMENT. � SEE SHEET C1 .20. SEE SHEET C1 .10. I I 7. PRESERVE AND PROTECT EXISTING TELECOMMUNICATIONS UTILITY AND ASSOCIATED EQUIPMENT. 8. RETAIN AND PROTECT EXISTING WATER UTILITY AND ASSOCIATED EQUIPMENT. O IT y ............ I - - 9. PRESERVE AND PROTECT EXISTING GRAVITY IRRIGATION PIPE AND 10 STRUCTURES. MAINTAIN MINIMUM 12"DISTANCE FROM TOP OF PIPE.ADJUST LID TO FINISH GRADE IF NECESSARY. O 7� _�__ 10. PRESERVE AND PROTECT EXISTING CONCRETE DRAINAGE SPILLWAY. _J 11. PRESERVE AND PROTECT EXISTING SIGN. I12. PRESERVE AND PROTECT EXISTING GAS UTILITY AND ASSOCIATED EQUIPMENT. IRR13. PRESERVE AND PROTECT EXISTING FIBER OPTIC UTILITY AND ASSOCIATED O p 0_ -3Roo C 6"(�,�IRR IRR 'RR � EQUIPMENT. Q CD W i I I CAo � � I :_ cc w M a 5 I EP � RD Lo 72 a� o II I Revisions I I - - - - - -j 1. IRR I I I I � I OVERALL SITE PLAN II I 12 I ~ Legend: I G G APPROXIMATE AREA OF ASPHALT REMOVAL. SAWCUT A CLEAN STRAIGHT LINE ADJACENT TO PAVING TO REMAIN. I I '- APPROXIMATE AREA OF ASPHALT SIDEWALK REMOVAL I 8 INFRASTRUCTURE TO BE REMOVED $�pNAL E!V 7 I �G\STE 10 - 7 ------ SAWCUT LINE , 4 ~ - - - - - - - - - - 11 sT 11/16/20� _ _ _ — (Nampa & Meridian Irrigation District) — — — — — — — OF 0 — � — — 10 �� ' - - - - - - - - - - - - - - - - Milk Lateral z _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 36"GIRR w _ _ 36"GIRR 36"GIRR c`Ln Project No.: 119025 36 GIRR 36"GIRR 36"GIRR 36 GIRR Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 36"GIRR 36"GIRR 36"GIRR GIRR IRR R I Construction Project Milestone: Bid Set c� - - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ co — General _ _ I By stamping and signing the improvement plans,the Registered Engineer ensures the — — — — — — — — — _ _ _ _ _ _ District that the plans conform to all District policies and standards. Variances or 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — G — OHP — I I I waivers must be specifically and previously approved by the District in writing. Site Demolition Plan Acceptance of the improvement plans by the District does not relieve the Registered E;L E= 0 20' 40' Site Demolition Plan Engineer of these responsibilities. BY: DATE: C1 ■ O _ Horizontal Scale: 1" = 20' ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 Sheet Notes: THE 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01. L AN D 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN . � APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, - G R 0 U P CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED � AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G (, G — 48-HOURS PRIOR TO DIGGING. 0 BEGIN 21 21 END � 3. ALL UTILITY, IRRIGATION, DRAINAGE, SEWER AND STREET LIGHT EASEMENTS v SHOWN HEREON SHALL REMAIN IN PLACE. W W W W W W W W W W W W W W W W W W W W W W W W W W W —�W W W W W W W - 0 4. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND EVIDENCE. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACTUAL LOCATION ° v:) OF THE UNDERGROUND UTILITIES. CD �D SD— SD — —S11 Sn — Sn Sn �n -,n Sn �n — p = sg 91) S9 9B �^ — SE) S� D —5. RETAIN AND PROTECT ALL EXISTING UNDERGROUND UTILITIES, EXCEPT THE UTILITY THAT NEED TO BE RELOCATED OR REMOVED CONTRACTOR SHALL COORDINATE SS SS SS SS SS SS SS SS SS SS SS SS SS SS ---(D— SS SS SS SS SS SS SS SS S SS S SS SS SS SS UTILITY DISCONNECTION WITH EACH UTILITY PROVIDER. CD O 6. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES WITHIN THE 3 E. Ustick Road END 4 PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED 7 8 BY THE AGENCY HAVING JURISDICTION. 12 16 T T T C, T T T T T T T T T T T T T 6 4 3 16 6 --------- ------------- ----------- ------ 12 LU ----- -- — — ---�/— — --�T ---- Keynotes: UGP UGP _MP _--rs�fr �� — — ITU15 UG--OFIF- — — — 0 U p / — — — — — — — UGP — — — — — — =-UU— — — — �JG� — — — — JdG� — L4GP— — — — -1� — — — — — — — — _O#P BHP OHP — 1. REMOVE EXISTING ASPHALT DRIVEWAY APPROACH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 - - - GP // ,R / 18 2. PRESERVE AND PROTECT EXISTING LUMINAIRE AND UNDERGROUND POWER. BEGIN 4 _ _ _ _ UGP- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - —l9£i — — - - - -� — CL ---- -- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 3. SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT. 4. REMOVE AND DISPOSE OF EXISTING CURB. O E � � 4 BEGIN EP 5. REMOVE, SALVAGE AND RELOCATE EXISTING SIGN. END 4 1 1 I 6. PRESERVE AND PROTECT EXISTING UTILITY POLE, GUY WIRES AND EDEN END 4 I 4 BEGIN ASSOCIATED EQUIPMENT. 7. RELOCATE UTILITY POLE AND ASSOCIATED EQUIPMENT. COORDINATE WITH IDAHO POWER. 8. REMOVE AND SALVAGE EXISTING WATER BLOW-OFF. SEE SITE PLANS FOR CONNECTION TO NEW 8-IN WATERMAIN 9. PRESERVE AND PROTECT EXISTING WATER VALVES AND ADJUST LIDS TO O FINISHED GRADE IF NECESSARY. y 10. PRESERVE AND PROTECT EXISTING FIRE HYDRANT AND ADJUST TO FINISHED Z GRADE IF NECESSARY. O 11. REMOVE AND DISPOSE OF EXISTING SIDEWALK. 12. PRESERVE AND PROTECT EXISTING CURB AND GUTTER TO REMAIN. 13. PRESERVE AND PROTECT EXISTING FENCE. - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ 14. PRESERVE AND PROTECT EXISTING GIRR PIPE AND STRUCTURES. MAINTAIN p — — — — — — — — — — — — — — — — MINIMUM 12"DISTANCE FROM TOP OF PIPE.ADJUST LID TO FINISH GRADE IF NN Q (Nampa & Meridian Irrigation District) I NECESSARY. CD Milk Lateral w 0 36"GIRR LU � I Y 36"GIRR 36"GIRR 36"GIRR 36"GIRR .< 36"GIRR I 15. PRESERVE AND PROTECT EXISTING SANITARY SEWER STRUCTURE AND W U CC 36 GIRR 36"GIRR 36"GIRR GIRR I ADJUST RIM TO FINISHED GRADE IF NECESSARY. y j 14 CC M I 16. REMOVE AND DISPOSE OF EXISTING STORM DRAIN CATCH BASIN AND RELATED - — — — — — — — — — — — — — — _ _ APPURTENANCES, RETAIN AND PROTECT EXISTING STORM DRAIN PIPING TO Q s= — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ 14 I I REMAIN w 17. REMOVE EXISTING CHAIN LINK FENCE, POSTS AND FOOTINGS. RETURN ALL W RD U-) 72 o a' R.O.W. DEMOLITION AREA SITE DEMOLITION AREA M � I o I SIGNS AND ARTWORK TO OWNER. SEE SHEET C1 .Z0. SEE SHEET C1 .1 0. i I 18. PRESERVE AND PROTECT EXISTING SIGN. Revisions 1� I 19. REMOVE ALL EXISTING VEGETATION. 1' 20. PRESERVE AND PROTECT EXISTING SIDEWALK. 21. REMOVE AND DISPOSE EXISTING TRAFFIC CANDLES (13 TOTAL). SEE PLANS FOR REPLACEMENT DETAILS. I � Legend: I I I W , I I I II IRR I 70 I APPROXIMATE AREA OF ASPHALT REMOVAL. SAWCUT A CLEAN L— — — — —36"GIRR— — — IR 'RR I I STRAIGHT LINE ADJACENT TO PAVING TO REMAIN. APPROXIMATE AREA OF ASPHALT SIDEWALK REMOVAL I I I NOTE: THIS IS A DUPLICATE SHEET OF I 14 J INFRASTRUCTURE TO BE REMOVED THE VILLA SPORT PROJECT. LIMIT ARE $ZONAL E S 0 S I I �'S�G\STE 10 G'l - I —————— SAWCUT LINE EP CHANGED TO AREAS CONSTRUCTED AS s 11/16/2028 PART OF THE EAGLE COMMONS AT I ; I J�TEOF0 —I F I I I W.G MR I USTICK AND EAGLE PROJECT. Proja of I Plans Are Accepted For Public Street DatectNou 112020 OVERALL SITE PLAN i i I Project ectMilestone 11/1BidSet E w Construction Project Milestone: Bid Set SCALE: NTS I I I By stamping and signing the improvement plans,the Registered Engineer ensures the General I :U I District that the plans conform to all District policies and standards. Variances or ROW Demolition Plan waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered ;LE E= ROW Demolition Plan 0 20' 40' Engineer of these responsibilities. BY: DATE: C1 ■ O _ Horizontal Scale: 1" = 20' ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 I Contact Information: _ WEi= THE OWNER/DEVELOPER: WADSWORTH MERIDIAN, LLC. LAND DRAPER, 800 °4020 SUITE 210 . _`2 1 W GROUP - -2621- _ - R/W PRIMARY CONTACT: BRAD WATSON _ PH.: 801.748.4088 N - - G G G G G G G G G G r i�-G - G G G G G G r, � G 26u G G G G G G C� G G _ _ q:6 INSTALL TYPE I INLET PROTECTION PRIOR _ CONTRACTOR: TO BE DETERMINED BY BID W W W W W W W �262 W W USTI C K ROAD W ' 262 W W INSTALL TYPE 1 INLET PROTECTION W TO EARTH DISTURBING ACTIVITIES AND ADDRESS: _ - - - REMOVE UPON FINAL STABILIZATION. - PRIOR TO EARTH DISTURBING - _ PRIMARY CONTACT: S I S S SS �s,_ _ SS S SSA \SS S SS I \J SS ACTIVITIES AND REMOVE UPON SS _ _ SS - SS S PH.: CELL: T o - - _ - -� - FINAL STABILIZATION. T 26 o' co O P _ - �, tff ONSITE RESPONSIBLE PERSON. BE DETERMINED TO E - - �_ _ crr = s - -_ _ - - - -�-�- - - - - -_I - - \ SIR;: -c;.;.;; -- HP SOP CONTACT: _2&2�'� "'` - �yrl/ ;_• PH. (CELL): 20 �2621- - "PtRR _ 3"PIRR _ 3"PI "' M s SS 27.2/° UNDISTURBED AREA \ �� \ +.+ .: PLAN PREPARER: ROGER COLLINS f -TIN ° ° !!�! ' ' ' , ' ' I LICENSE NO: CON09-00260 EXPIRES: 8.29.2021 :a ':a. , „ , , , . . I � ---------- ---- INC. � --------------- ----------------- - COMPANY .2 I THE LAND GROUP INC N ; .+.+.+.+.+.+.+.+.+ +'+ +'+ + + + ' ' 462 E. SHORE DR., STE. 100 IDAHO 83616 ui - - EAGLE, :a 36"GI 36"GIR ` ` t PH.: 208.939.4041 F \ 6 GIRR 6"GIRR 0 1 0Cz SIGNATURE: DATE: 11.16.2020 N - SEE SHEET C1 .51 FOR DETAILED LAYOUT a Q _ W W W W 2 � \ \ �� , � PROJECT ENGINEER. JIM GUTE, PE I I yl - - - - - - - - - -\- - - - - W \ MILK LATERAL(TILED). { { W COMPANY: THE LAND GROUP, INC. PH.. 208.939.4041 Q o ° Cz as W ESC General Notes: \ ®® �\ a a,a,a,a,a,a,t,t,t,t,t,t,t,t t t ,t, �; : 1. ALL BMP NUMBERS ARE REFERENCED FROM IDAHO DEQ BEST MANAGEMENT PRACTICES. �o ,a,a,a,'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . .k '{'{'{'.'.'.'.'.'.'+'+'+'{'{'{'+'+' ' !{ { 2. ALL STORM WATER WILL BE CONTAINED ON SITE. O I Z o o'+'+'+'+'+'+'+'+'+'+'{'{' ' ...* * * * , * * * * ,. . . * * ' 6z23,:':':':'. .. { 3. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM OF ONCE EVERY 7 DAYS -OR-ONCE EVERY N \ '.'.'.'.'.'.'.'.'.'.'.'. ,' ' '...'.'.'. ti� Q N o *T'{'{' * * { : ;:' 14 DAYS AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER. INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: . . . I f ODER W : A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR f B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR 01) C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS MAY THROUGH MTF / Z � 36'GI R 6�� GIR SEPTEMBER IN ARID AREAS AND SEMI-ARID AREAS. X\ o• W N �\ \- - \ I R , 36"GtRR o GIRR I ) 3. DEWATERING IS NOT EXPECTED FOR THIS SITE. ONSITE SWPPP CONTRACTOR IS \ \ I RESPONSIBLE FOR ALL NON-STORMWATER MANAGEMENT. cli • 0_4 o /\� \ w NOT A PART 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY O D X \ \ I U, UGI THE SWPPP RESPONSIBLE PERSON. y L6, o _ + I I I 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE Z CD • I jam,' r / \ ---� CONTAINMENT AREA.WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER S /1 \ f I OR A SIMILARLY EFFECTIVE MEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP O _ I I� WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND AT THE END OF THE BUSINESS a 6� • -\\ / /�/"\ \\ I it, DAY. DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. Q � � it W W W W X� 2�r z S SS SS 6. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SS S6, `X �� \ __ UNDISTURBED AREA �- Cr SYSTEMS AS POSSIBLE. ANCHOR TO PREVENT VANDALISM. \ - _2622- - �C / w 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE O 0 S � O / � �nf_ S \ o VACUUMED DURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL Q s SS SS PAC ° ° w- \ �2623- - .2623 I ¢ NOT REMAIN ON PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY O / _ _ •_ _ • A�D S o' - W w- w / I I m AND CUTTINGS SHALL NOT DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE 300 Y t I� S§ , I f I CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER U �� S \ ��- m THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. W y c I - - -2621 S W I Z Erosion & Sediment Control Legend. SS W ° = 12. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED � cc Q S _ CD I LOCATION. EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY w CZ APPROXIMATE LIMIT OF DISTURBANCE • SS SS \ _ • THE OWNER)AT A PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE a Note: This project meets the requirements -- s / THAN 14 DAYS STOCKPILE IS TO BE STABILIZED PER BMP#44. CO p 1 q / , - �- _ , W N / / I I I 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. - CD cy) 26gg PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) for a Low Erosivity Waiver for Small I �, o Construction Projects: 14. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE Revisions A EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) Disturbed Area is less than 5.0 ac Soil Stabilization: RESPONSIBLE PERSON. 1. CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER . The ErosivityIndex is 2.95 which is 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT 15. TOTAL DISTURBED AREA FOR THIS ON-SITE WORK IS APPROXIMATELY 3.62 ACRES. a BEST MANAGEMENT PRACTICES BMP#49 AND DETAIL ON SHEET C1.55. MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 16. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM below the threshold of 5.0 2. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE CONTRACTOR HAS REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ® EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE ABIDE BY THE REQUIREMENTS AND CONDITIONS CONTAINED HEREIN. WATER BEST MANAGEMENT PRACTICES BMP#50. IN STORM WATER DISCHARGES. RECTANGULAR DROP INLET PROTECTION TYPE I OR II PER BMP#13, SEE 3. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS ® DETAIL 2/C1.55 The above is based on a start date of PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER ® CIRCULAR DROP INLET PROTECTION TYPE III PER BMP#13, SEE DETAIL 11 .2.2020 and an end date of 4.30.2021 - THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR 7/C1.55. PERMANENTLY CEASED. if the construction time increases, a new 3.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN MATERIALS STORAGE AND PARKING AREAS PER THE GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS STATE OF IDAHO CATALOG OF STORM WATER BEST calculation will need to be completed. PRACTICAL. MANAGEMENT PRACTICES BMP#37. 3.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT STORM WATER BEST MANAGEMENT PRACTICES BMP#40.THIS SHALL BE PORTION OF THE SITE. MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY Note: The ESC Plan is comprised of these NOTE: ONE OF THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL IMPLEMENTED ON ALL DISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS 1/C1.55. Construction Set drawings combined with CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: 1. MULCHING (BMP 52) -APPLY GRAVEL, STRAW, GRASS, COMPOST,WOOD CHIPS OR WOOD AREA TO BE STABILIZED WITH ASPHALT. the separate Narrative Booklet. FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION,AND/OR: 2. GEOTEXTILE (BMP 53) -APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED LANDSCAPE STABILIZATION AREAS PER THE STATE OF IDAHO AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES L.E.W. Posting Requirements: COMPLETE DESCRIPTION,AND/OR: BMP#32, COORDINATE WITH LANDSCAPE SHEETS. 1. THE OPERATORS (CONTRACTOR AND OWNER/DEVELOPER)ARE 3. MATTING ( )54 BMP -APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED Project No.: 119025 RESPONSIBLE FOR APPLYING FOR OBTAINING THE EPA LOW EROSIVITY AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A Date of Issuance: 11/16/2020 DISTURBED AREAS THAT WILL BE UNDEVELOPED FOR THIS PROJECT WAIVER (LEW)FROM THE EPA eN01 WEBSITE. COMPLETE DESCRIPTION. Project Milestone: Bid Set SHALL BE STABILIZED PER SOIL STABILIZATION NOTES (MULCHING 3 BMP 52)THIS SHEET OR SOIL BINDERS (BMP 55) . 2. A COMPLETE COPY OF THE LEW AND THE EROSION&SEDIMENT PERMANENT SOIL STABILIZATION BMPS: ESC. CONTROL(ESC) NARRATIVE ON SITE AND MADE AVAILABLE FOR REVIEW LANDSCAPING (BMP 32) - COORDINATE WITH THE APPROVED LANDSCAPE PLAN FOR LOCATIONS Overall ESC Site Plan BY EPA,A STATE,OR CITY OF NAMPA OFFICIALS. AND TIMING. 6 mE= Overall ESC Site Plan 60' 120' 1m50HORIZONTAL SCALE: 1" = 60' DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 W W W NiFlic WE T H E N LAND w R/W RON R/W 3111",G G G G G G G G � � G G G - G G G G G � G G G G G G G G G G G G G G G G GROUP INSTALL TYPE I INLET PROTECTION AS o -_: -W W W W W �1262R W W W PART OF INLET INSTALLATION AND n� W �W N W W W W W W W W W W W W REMOVE UPON FINAL STABILIZATIO . i i SS SS SS ---_SS SS SS S SS SS SS SS SS SS SS SS SS S SS SS SS �5__ _ SS - SS - SS - SS S �_ USTICK ROAD 26,, —2s rn T T T - INSTALL 8" FIBER ROLL AT BACK OF CURB -T ��T T T T I SS RAM � � PRIOR TO EARTH DISTURBING ACTIVITIES ��\ � I / AND REMOVE UPON INSTALLATION OF + + + + + PW .OHS FINAL STABILIZATION MEASURES. \\\ ~ I SS + + + - _ R + + + + . W W WWMTR W W W W W W y W . W . W W W W W -,_ — N OHP �HP I OHP OHP i o - w o a W w w o W o W w w o W o W w o W o W w m o W o w o W o w W w y w W w W y W -- N— R FVV.— SS - — INSTALL 8"FIBER ROLL AT BACK OF CURB + +EP ++++ + + + + + + + I W R INSTALL 8 FIBER ROLL AT BACK OF CURB - + + + + + + + + + + + + + + + + + `+" +W W W W W S PRIOR TO EARTH DISTURBING ACTIVITIES - PRIOR TO EARTH DISTURBING ACTIVITIES r, + + + + + + + + + + + + + + + + + + + + �-F + + + + + + + + + + + + SITE CONSTRUCTION SIGN. + + + + + + + + + + + + + + + + - - - AND REMOVE UPON INSTALLATION OF AND REMOVE UPON INSTALLATION OF "' + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + +- + + + + + + + + + + + + + + + + + + + + + FINAL STABILIZATION MEASURES. CONSTRUCTION ENTRANCE TO BE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TOPSOIL STOCKPILE AREA + + + + + + + +.+ + + + + + + + + + + + + + + + + + + + + FINAL STABILIZATION MEASURES. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' ... + + + + + + + + +�-+ - +�+=+ + + + + + + + Cm INSTALLED PRIOR TO EARTHWORK + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +F+V�+++++++ W+ =Fltl+ FW + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + OPERATIONS AND REMOVED PRIOR TO Fuv ++ + + + + + + + + + + + + + \ I I FINAL PAVING BASE INSTALLATION. + + + + + + + + + + + + + ....... + + + + + + + + + + 11 + + + + + + + + + 1At+ +F`W+ $_ FW*--�--��FW - FV�I+ + +FIVV� IAI + + - + + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + +1+ +++ + W+ + + + + + /+ + + +� ,� + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W� �, \-y SD o o + + + + + + + + + + + + + + + + + + + � � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + G GIR' + + + + + - + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I or + + + + + + + +, + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + +J+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q -----------------------_-_ -+ + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + IW ---- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ - SEPARATE DEVELOPMENT CONCRETE WASHOUT-SEE DETAIL 3 + ++++++I�+++++++ ++++++++++++++++++++++++ ++++ STAGING AREA + + + + + + + + + ++1++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++ �R NOT A PART SHEET C1.55. EQUIPMENT AND MATERIAL STORAGE, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W WI + i WASTE DISPOSAL AREA AND WORKMAN + + + + + + + + \ — + + � T T TPARKING AREA.T T T T T+ + + + + + + W + + + + + + + + + + + + + + + + + + + + + + + + T ,� T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N ( . +++ +++++" +++++++ + ++ +++++++++++++++++++++++++ +++++++++ ++++++++++++ ++++++++++++++++ ++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ I N C.1 I 0 \ INSTALL TYPE III INLET PROTECTION AS +++ +++++ +++++++ ++� - - +++++++++++++++++++++++++++++++ + + + + ++ + + + ++ ++++++++++++++++�++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I '� W \ + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + ........... + + + + + + + + + + + + + + + + + + + PART OF INLET INSTALLATION AND + + + �.+=11�+ + + + + + + + + + + + + + ..... + + + ..+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ( - + + + o + + + + + + + + +=+ +�+ + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I REMOVE UPON FINAL STABILIZATION. CJ + + + 1• + + + + + + + + + + + + w I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - 36"GIRR \ 36"GIRR + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ - 36 GIRR 36"GIRR - - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + GIRR (n W \ \ + + + + + + + + + + + + + + + + + Mifl + + + + + + + + + + + + + + + + + + + + + + W + + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + s + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + y / /. loll + + + + + CL + + + 0 _ + �. ICD +++ INSTALL TYPE III INLET PROTECTION AS ' PART OF INLET INSTALLATION AND �� co REMOVE UPON FINAL STABILIZATION. - 1)+,+ '+ \ \ - + + + + + + + - \ !N + + + + + + + + + + + + + + + + + + + + + + + �,, + + + + + + + + + + + + + + + + + + ..... + + + + + + +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + I W Wi y I O 0 + + + + + + +\ + + + + + + + + + + + + + + -. + + + + + + + + + + + + + + + + + + + + + + + + w + + + + + + + + + + + + + + + + + + + + + + + ++�-_+ + + + + + + + + + + + + + + + + + + + + i� + + Erosion & Sediment Control Legend: + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+= + + + + + + + + + + + + + + + + + + + + - -W I O CD + + + + + + + + + , + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ ............+ + + + + + + + + + + + + + + + � + + + + + + + + + + + + M + + + �o + + + Lq + + + + + + + + + + + + + + + + + + + + + + + + +—+� + + + + + + + + + + ... + + + + ( I Y Cp ac + + r- + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + +�+�+ + + + + + + + + + + + + + + + + + + I- - O``. APPROXIMATE LIMIT OF DISTURBANCE \ \ " + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + + + w c C-D + + + + + + + + + + + + + + +,+ + + + + + + + + + + + + + + + + + + + + + + + + + +,+ + + + + + + + + + + + + + + + + + + + + + + + + �GW. I �„�„� y \ - + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + T—+—+ + + + + + + + + + + + + + + + + + + + + \+ W 0 + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ............ + + + + + U) 8 PROPOSED GROUND CONTOUR ONE-FOOT INTERVAL + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 22 CZ vV + + + ... + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �- + + + + + + + + + + + — -2B98 - EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + i � � + + +�+ + + + + + + + + + + \ Q _ + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + +.+ + + + + + +�+ + + + + + + + + + + + cc ++++++++++++++++++ ++ ++++++++++++++++++++++++++++++..+++++++++++++++++++++++++++++++++++++++ + +++++++++++++++++++ � +++++++++++++++++ + I LLW �wW L.LI Z CONCRETE WASHOUT PER THE STATE OF IDAHO \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I a 3: F-]W CATALOG OF STORM WATER BEST MANAGEMENT + + + + + + + + + o + + + + + + + + + + + + + + + + + + +\ INSTALL TYPE I INLET PROTECTION AS + + + + + + + + + + + + + + + + + + + + + + + W + + + + + + + + s + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + co 2i PRACTICES BMP#49 AND DETAIL ON SHEET C1.55. + + + + + + + + + "' + + + + + + + + + + + + + + + + + PART OF INLET INSTALLATION AND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + REMOVE UPON FINAL STABILIZATION. + + + + + + + + + + + + + + + + + +" + + + + + �o + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + T r + + + + ........... + + + + + + + + + + + + + + PORTABLE RESTROOM PER THE STATE OF IDAHO L + + + + +�+ + + + + + + + + + + . ... ... + + + + ... + + + + + + + + + + + + + + + + + + + + 1 FR] CATALOG OF STORM WATER BEST MANAGEMENT F o + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + Revisions PRACTICES BMP#50. + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.... + + + + + + + + + + + + + + + + rn + + + + + + + + + + + + + + + + \+ + + + ` RECTANGULAR DROP INLET PROTECTION TYPE I PER _ j + + + + + + + + + + + + + + + + + + + + + \+ + + + El u + - + + + + + + + + + + + + + + + + + BMP#13, SEE DETAIL 2/C1.55 \ _�_ �� + + + + + + + + + + + + + + + + \ + + + - + + .... \ — _ FL - - x + + + + + + + + + + -T + + + + + CIRCULAR DROP INLET PROTECTION TYPE III \ G'"" ��36"GIRR 3 "GIR \ / FL — + X + W .\ .W. '`�W W _ _ w J GIRR PER BMP#13, SEE DETAIL 7/C1.55. \ \\ \ \ - 3 'GIR \ 36" IRR 36"GI GIRR-_ FL W — W GIRR ---- GIRR --------------- \ o_ 36"GIRR MATERIALS STORAGE AND PARKING AREAS PER THE \ \ \ * / " — — \ E- STATE OF IDAHO CATALOG OF STORM WATER BEST \ \ —-----------------_ MANAGEMENT PRACTICES BMP#37. \ \ \ * /// OHP OHP PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST \ MANAGEMENT PRACTICES BMP#40.THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL i�\ \ ~ I i' ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE M �� / SWEEPING DAILY OR AS NEEDED TO REMOVE ANY i \ \ / TRACKING OF MUD AND/OR DIRT ONTO EXISTING \ / I �� 11 UGP UGP i�p UGP ASPHALT. SEE DETAIL 1/C1.55. o -' ---------tea — / I I a ~ II ON AREA TO BE STABILIZED WITH ASPHALT. i \ — --------- w LANDSCAPE STABILIZATION AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES �I� BMP#32, COORDINATE WITH LANDSCAPE SHEETS. / I ~/ i i � � Project No.: 119025 a Date of Issuance: 11/16/2020 +++++++++++++++ DISTURBED AREAS THAT WILL BE UNDEVELOPED FOR THIS PROJECT \ �� I I� Dat of Issuance:Milestone Bid Set Project + SHALL BE STABILIZED PER SOIL STABILIZATION NOTES (MULCHING 1 1+++++++++++ BMP 52)THIS SHEET OR SOIL BINDERS (BMP 55) . // o \ \ / O \ / �I I ESC -- -------- —n I ,— — -\ \ II 1 I I ESC Site Plan - North SET ESC Site Plan - North ag 3°' 6°'HORIZONTAL SCALE: 1" = 30' 1■ ■ 5 l ��o DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 50'MINIMUM EXISTING S.y PAVEMENT CONSTRUCTION SPECIFICATIONS STORM SEWER GRATE 000 POST SIGN NEAR BASIN �1 % - THE �o 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED 00000000 Ow- 101- -A'n U_ `>7 000 000 000 000 �j {� CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE 00000000 LIFT STRAPS, FRAME OR OTHER /� LAND z LAYER. 0000 METHOD OF LIFTING BAG FOR FILTER CLOTH MOUNTABLE BERM 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS OR MAINTENANCE CONCRETE �Fss ' G RO UP SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD METAL FRAME i� (OPTIONAL) APPLY). REQUIRED OVERFLOW PORTS OR WASHOUT A� 3. THICKNESS-NOT LESS THAN 6 INCHES. METHOD FOR OVERFLOW IN EXISTING GRADE PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT ® ® LARGE STORM EVENTS POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO 2-N MINIMUM A0'_� 50'MINIMUMPLACING OF STONE. FILTER CLOTH WILL NOT BE REQUIRED ON A CONTAINMENT BAG AMC) SINGLE FAMILY RESIDENCE LOT. 10 MIL (MIN.) 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION - PLASTIC LINER ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS 702� �O—`b—`b—`b—`b IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE \ '' PERMITTED. > �Q 2026N'n -)O�OOL ' O 10 O O 7. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION z EXISTING WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOCc) Cc) I I STORM INLET �P�S ; C c C —`Ukbo —`b_`>� PAVEMENT PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING NOTES: J �,1��,1��, WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR 0�'1� �`J 1. APPROVED MMNUFACTURES: TM G CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL DANDYSACK ORFLEXSTORM 9 SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC INSPECT AT FREQUENCY DESCRIBED IN S� RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. i�A W O O 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR ESC/SWPPP DOCUMENTS. REPAIR OR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REPLACE AS NEEDED. O o REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE 3. REMOVE SEDIMENT ACCUMULATIONS NOTES mmi PLAN VIEW T AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. WHEN FILTER CAPACITY IS REDUCED. Cm BY 50% 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED 2. SELF CONTAINED MOBILE CONCRETE WASTE CONTAINERS WITH REMOVAL AND REPLACEMENT AFTER EACH RAIN. SERVICE IS AN ACCEPTABLE OPTION. CC W 0 Stabilized Construction Entrance (BMP 40) Drop Inlet Protection Type I (BMP 13) Concrete Washout (BMP 49) Z 1 Scale: NTS 2 Scale: NTS Scale: NTS a c WOOD STAKE CJ am SEE WOOD STAKE WOOD STAKE ca DETAIL THIS SHEET FIBER WATTLE DRAIN INLET FIBER WATTLE FILTER FABRIC ODER FIBER WATTLES SIZE AS NOTED ON PLAN SEE WOOD STAKE p DETAIL THIS SHEET 0 %\ O�NS�Op TRAPPED SEDIMENT DRAIN INLET \ OwNS�O ��F PLAN VIEW of FLOW FLOW FINISHED GRADE, PER PLANS O C4IIIIIIIIIIIIIIIIIIIIIIIII� WOOD STAKE \ SLOPE SURFACE SLOPE SURFACE o o FILTER FABRIC CD TRENCH ,\_ DRAIN INLET COMPACTED SUBGRADE CD mw ANN SECTION VIEW O O NOTES: Y 1. INSPECT PERIODICALLY AND REPAIR/REPLACE AS REQUIRED. W CD 2. REMOVE SEDIMENT ACCUMULATIONS WHEN FILTER CAPACITY IS IMPAIRED BY 50%. U) 3. OTHER METHODS OF INLET PROTECTION MAY BE APPROVED UPON REVIEW BY THE PLAN PREPARER. CZ 4. SEE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #31 FOR c U ADDITIONAL INFORMATION. cc w CZ 72 W Fiber Roll (BMP 64) Fiber Roll Stake Section (BMP 64) Fiber Roll Stake Section 2 (BMP 64) 7 Drop Inlet Protection Type III (BMP 13) � 2� 4 Scale: NTS Scale: NTS Scale: NTS Scale: NTS0 Revisions 1. Project No.: 119025 Date of Issuance: 11/16/2020 Project Milestone: Bid Set 3 ESC ESC Details 6 t E m E z -�� 1 . 55 DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 Site Plan Notes: '''—= T H E rri... 1. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE SPECIFIED. ' LAN D - GROUP ON — — — — — - USTICK ROAD IMPROVEMENTS G G G G SEE SHEET C2.21 . G G G G G G G G U G G G G GI G W W iA/ w W W W W W W , CAI E. Ustick Road SS SS `SS SS SS SS SS S� S S SS SS SS SS _ -SS — SS — SS— \S -T T �A5'-----, T T \T �� \ T s T SS _ s — — \ \ $" — — SO S86°01'47"E 1 0.57'— _ _ _ — — N89039'20"E 181.46' - - - - - 23 -- - - — _ — � OHP — O P OHP 3 - - 3"PIRR y � � � S 2625_ 77TUT \ / r — _ _ ` S44°30'12T 45.83'- I ■ ■ ■ T ■�■ ® I SD o o 10 \ IE 2623.81 GIRR GIRR mmi ---- -- -- -- ----- NOT <v _2g24' 24 RCP v' CZ \II --------- - -- I 0 � - - - - - - - - - - I W i M � 6"GIRR 3 R \ 3 - \ P - - - - ir — — — — - - - - �\ I ss ---- - - - - -�=�_ _ II Di \ - - - \— a_ � _ _ _ _ _ -- - - PARKING _ EP EP II Z w s — \ � I — — � ss \ I -- Mi a ral \ I - I � `-" - I AREA — M SEE SHEET _ � I� z O \ W w II ° - - -�� — w 2.20 � — v �\ o N CAJUN LANE IMPROVEMENTS, � r - - - — I o jCm C - - SEE SHEET C2.22. I CD CDI �■■+ y \ — � G G G ONES 6^ \ 2 co 262p\\ � - - � —�j�— ram— 3" RIB -� _ - - - - - \ - - - - - - - � L _ 0 N �� IRR —36'GI R „GI 8.70' / 3 P —_ _ \ GIRR ------ GIRR T IRR � � 36"GIRR I \\ INS t/C / — — — — I S84-06'00"E 51 i 29 o \ UJ III UGP UGP O CD — II 6 ° A ---- _ N W - \�-------- Roo y w II � = I II CZ cc RD Lr) 00 cn W CD CD \ �— — W------- _ — —\ — — — — \ 1 \ / Revisions Ln SS SS S SS �2 — — — w F. p*C W\ � SW / - - 2623- - Cm �_ — wl a / riv — — /I s-��-ss \ SCD — _ - - - - - - - - _ _ _ - - - - SS wv F.p• _ V�S carat W 0 ,262 W I ss ss rPrivatal s / ° ' 0�/ 10.21' Z m Z�C\J N C d SSMH 10029 / RIM = 2622.30 co IE IN (N) = 2609.76 _ - - - - - - - - a � / IE IN (S) = 2609.78 // w / 7ER \ IE OUT(W) = 2609.64 // \ I � a / R Z \ ��5�0\ST G' \\ w / t� N W � •� \ I o 68 23 v z = I� 11/16/20A 26 \ WMTR Q D CV T�T \Of V EP EP Q S \ \ w )J \ r Project Na.: 119025 Date of Issuance: 11/16/2020 > \ ' f _ Project Milestone: Bid Set - - - � - - — — - - - - - - - - a ) W Site & Materials Plan \ o Overall Plan E =_ Site & Materials Plan-Overall Plan E= 0 50' 100' Horizontal Scale: 1" = 50' C2mOO ��o DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 coN Material Legend: THE - _ _ . . . . . LANDSCAPE AREA CONCRETEWAC WE W- RAND S ASS S SS -- SS - SS SS SS S�- SS SS SS SS SS SS SS SS ss _ _SS SS SS SS SS SS SS S SEE LANDSCAPE FLATWORK PER 3 o - - PLAN SET L1.00 DETAIL 5/C2.50& . - _ \ J'cP SERIES ISPWC SD 709 GROUP E. Ustick Road - - - - HEAVY DUTY LIGHT DUTY T 1 - T T - - - T T T T T T T _ _ CONCRETE PAVING ASPHALT PAVING T T T T T T T 'T T T T T T T PER DETAIL 7/C2.50 ��C2DE0TAIL ------------ ---------- _ so � 2 BEGIN � � - SD SD SD SD SD 15 4-IN DEPTH, 3/4-IN MINUS GRAVEL TYPE B BASE COURSE OVER o 8-IN DEPTH STRUCTURAL TYPE A FILL COURSE (COMPACTED TO - - - - - - - - - - 95% DRY DENSITY PER ASTM D698 OVER COMPACTED G ' ' `P \ SUBGRADE 95%STANDARD PROCTOR. WM � UTY ASPHALT .� �.� •' ;-..='`'• r ;��f=;�` :�.O F:�•. .` T_ - - _INN �DHIP CHIP �PP PAVINGDPER DETAIL 3 C2.50 o�. i- - - - - - �. �'�•�'• '«! 15 / &2/C2.60 \ 5 RR •- SS 3"PIRR :' ° 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD 701 O 3"PIRR 3"PIRR 3"PIRR S 3"PIRR 3"PIRR \ 18 � J S 6-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-701 R y / -2625 W � - J l FUTURE GIRR p . . W coN :�:�' Keynotes: _ _2624- ' ' FUTURE PAD :r - - - '�,' �•,`,• 21+t•`•' 1. FIRE HYDRANT-SEE SHEET C5.00. FUTURE PAD ='� ;�' :�. :�� Z 2 6"VERTICAL CURB &GUTTER PER ISPWC SD 701 OR SD 701 R. CL PAD 10 �A •' �.- 3. PEDESTRIAN RAMP PER ISPWC 712-A AND ACHD SUPPLEMENTAL : : . . a '14' �: .II'. SPECIFICATIONS. �'i' •:•j•1+ 3.1. PEDESTRIAN RAMP PER ISPWC 712-C O 8 •I- �. CJ &ME r' :.• +: } 4. ACCESSIBLE PARKING-SEE DETAIL 6/C2.50. Z M o II�, ,• •�•1 5. EXISTING WATER UTILITY SEE SHEET C5.00. \ MTR 9 <� • b` '�. o � IEEE 6. 3 CONCRETE VALLEY GUTTER PER DETAIL 4/C2.50. MTR • I'' •�•` •ti' 7. WATER MAIN-SEE SHEET C5.00. p 8. 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A. o 10 ` - , 10 Mm 70 •`�`I. 9. SANITARY SEWER MAIN-SEE SHEET C5.20. PENN 10. SANITARY SEWER MANHOLE-SEE SHEET C5.20. 2 9 .� a 11. CONSTRUCT 14'WIDE CONCRETE SIDEWALK PER ITO STANDARD DRAWING 614-1. O _ ° � �� 2 9 � . 14' ` `.lam '' �'•+ 12. NOT USED. �`L• 10 -.f .t ` 13. TRASH ENCLOSURE PER DETAIL 1/C2.50, 1, 2, 3&4/C2.51. Z END 2 14. NOT USED O co c 2 - 6 2 �� ,�'�-•' �I,1 15. EXISTING CURB AND GUTTER-RETAIN AND PROTECT. 3.1 c.i co Z Q I `" `" _ �°' �1' '� -�T 16. NOT USED M r • 17. NOT USED .�- 18. CONSTRUCT 5'WIDE CONCRETE SIDEWALK PER ACHD SUP SD-709. 7 • ;• \ '� .'� 19. CONSTRUCT 10'WIDE CONCRETE SIDEWALK PER TO STANDARD DRAWING 614-1 � O �' 'F;` • III$• 20. EXISTING SIDEWALK RETAIN AND PROTECT. O O cc 2 2 \h °� T 2 N °O :j` .:.:. ..r. 21. REMOVE AND DISPOSE OF ABANDONED HEADWALL AND PIPE. COORDINATE WITH 60015 U r\ J . . ,�`,: NAMPA&MERIDIAN IRRIGATION DISTRICT AS REQUIRED. //� � o co `' � �$� 19 22. INSTALL VALLEY GUTTER PER ISPWC SD-708. MIJ ' cc i • < 9r , 6SPACES@9'= 54' Q,p 'per �\ ,f,• • w 3 25.26' 3 •�•' 1 O a � LU c �I`-- 25' - BEGIN 2 8 8 ° ° .` '. 1 M c`''o 8 9' r .:.*T Revisions 8 co 4* • o 8 r 1.*. * * 1. • - - 15' l • _ 1 - .. Cb w - _ aiw { W 00 Uir `D �° I. ,• • 41 \ _ FUTURE 8 PAD r . . \ G' G G 1 - V • W FUTURE' � \ PAD\ . . ° A \ - - \ 14' \ s 11/16/202� a, 3"PIRR OF\OPT /� 3"PIRR .� \ \ - -NV1 - - - - - - - - - - - \� - - PIRR - \ �. 14' ' - - - -- - - - - - - - - - - - - - - - �- � - , -- - Plans Are A Public Street Date of 11/ / 20 (Na pa & eridia Irrig tion D trict) - - \ ° r0�• `'`'``` '`'`' Accepted For P Project No.: 119025 PART I - - � - - - - - - - - \ •'''•• ''•• \ 2131RR_� - - - - - - - - - - - - - - - - - 4 .` � s2o \ 3 P I' Construction Project Milestone: 1BidSet Milk atera rn -° , ,• ons 36"GIRR "GIRR 5 / \ \\ 36"GI R 3 ..GIRR \ � - ERR - •° °. ° / - /' . . o - �� ,; ,',' ••,', By stamping and signing the improvement plans,the Registered Engineer ensures the i4' \ 36"GI -3 PIRR ' '�'' GI p g Site & Materials Plan G"GIRR / ' ' - District that the plans conform to all District policies and standards. Variances or 36 GIRR " 36 GIRR ` ` ` �`+�RR`�` GIRR Parking Area Plan \ \ 36 GIRR R waivers must be specifically and previously approved by the District in writing. \ I / 36 GIRR GIRR Acceptance of the improvement plans by the District does not relieve the Registered s =d Site & Materials Plan Parkin Area Plan Engineer of these responsibilities. U= _ � U 20' 40' BY: DATE: _-- ADA COUNTY HIGHWAY DISTRICT C2 ■ 0 w� Horizontal Scale: 1" = 20' ��o DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 Material Legend: OF, `; 0_0 THE LANDSCAPE AREA CONCRETE LAND SEE LANDSCAPE SIDEWALK DETAIL . PLAN SET L1.00 C2.50 SERIES 5/ ' GROUP ACHD ROADWAY ASPHALT PER DETAIL 1 SHEET C2.60 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701 6-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-701 R WV Keynotes: �O wv 1. EXISTING ELECTRICAL UTILITY- RETAIN AND PROTECT USTICK ROAD 2. EXISTING CONCRETE SIDEWALK/FLATWORK- RETAIN AND PROTECT 3. EXISTING ISLAND AND INTERSECTION CONCRETE CURB - RETAIN AND PROTECT 4. EXISTING LUMINAIRE- RETAIN AND PROTECT 11 BEGIN 15 3 5. EXISTING WATER UTILITY- RETAIN AND PROTECT OS 14 11 END 0 UJ 6. EXISTING SEWER UTILITY- RETAIN AND PROTECT 8 TYP. END 15 7. TRAFFIC SIGNAGE PER SIGNAGE AND STRIPING SHEET C20.00. MIJ 14 CZ15 BEGIN 14 14 8. TRAFFIC DELINEATION PAVEMENT MARKINGS PER ISPWC SPECIFICATIONS AND 1 8 TYP. 8 ACHD OR ITO SPECIFICATIONS. SEE SIGNAGE AND STRIPING SHEET C20.00. 4Z 9. PEDESTRIAN RAMP PER ISPWC SD-712-A AND ACHD SUPPLEMENTAL W sa so so so —UHV OAS TTIP —OHS OFt� ��P� unr — ___ 9.1. PEDESTRIAN RAMP PER ISPWC SD-712-C Q R/W ® 10. NOT USED. V R/W R/W R/Ir —R/W 7 WMrR R/W_ 11. ISLAND AND INTERSECTION CURB PER USTICK WIDENING SHEET C10.00. MATCH R/W R/W— 8 EXISTING PER KEYNOTE 3. NOT A PART REFER R/W— R/W— -R/W 3"PIRR 12. SEWER UTILITY PER ISPWC AND CITY OF MERIDIAN PUBLIC WORKS O TO THE VILLASPORT .., — 3 PIRR REQUIREMENTS. SEE UTILITY PLANS C5.00 SHEET SET SERIES FOR MORE v 3"PIRR 3'PIRR 3"PIRR INFORMATION. SITE MATERIALS 3"PIRR 14 13. WATER UTILITY PER ISPWC AND CITY OF MERIDIAN PUBLIC WORKS mime PLAN SHEETS NOT A PART - REFER — IRR SEE SHEET C2.20 REQUIREMENTS. SEE UTILITY PLANS C5.00 SHEET SET SERIES FOR MORE TO THE VILLASPORT SITE MATERIALS INFORMATION. 14. STORM DRAIN UTILITY PER ISPWC AND ACHD REQUIREMENTS C4.50 FOR MORE SITE MATERIALS PLAN SHEET INFORMATION. O O PLAN SHEETS I cc 15. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO O O O ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT REPAIRS. O ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE.ALL PAVEMENT ------------------ — _ --------------------- -- — ---------------------- MATCHES CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY - O ---------- APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY _ I TO MATCH THE EXISTING STREET PAVEMENT SECTION. Q 16. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLAT PER ISPWC SD-1132A. JBARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-IN WIDE cc REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 17. 4-FT CONCRETE VALLEY GUTTER PER ISPWC OR ACHD SUP SD-708. Q CD SEE SHEET C2.22 EP-Ep_ FEp 300 Y N CAJUN LN PLAN SHEET FOR GIRR `n LU U 0 CONTINUATION OF DRIVEWAY W y CZ Cn Cc w � M w NOTE: THIS IS A DUPLICATE LU00 - SHEET OF THE VILLASPORT p Revisions - - - _ — , w -� _ PROJECT. LIMITS ARE 1 CHANGED TO AREAS • .- - - - - - - - - - - -- - - - _ _ _'_ — UD CONSTRUCTED AS PART OF ® , M THE EAGLE COMMONS AT 44 ► '—"i — — — USTICK AND EAGLE PROJECT. - -, — — — EP QZ7 ♦ � \ sZpNAL E1V _ ` \ \\ M \ \ I ��\STE o G'✓' Z FUTURE \ I ?� I sT 11/16/2028 VILLASPORT - qTEoF '� ` � � � � � � � \OPT NOT A PART Ac" 4D 80 \ \ \ > Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 9L Ffc fNT Y ` c� Project Milestone: Bid Set 3 Q c eoV£� , , \ Construction Site & Materials Plan �r�e•� By stamping and signing the improvement plans,the Registered Engineer ensures the �E G i �' • \ \ 1/` \ \ \ �C District that the plans conform to all District policies and standards. Variances or Ustick Road g waivers must be specifically and previously approved by the District in writing. t Site & Materials Plan Ustick Road Engineer of h the improvement plans by the District does not relieve the Registered E� _ 0 20 40' Engineer of these responsibilities. �za BY: DATE: C211 _ Horizontal Scale: 1" = 20' �mt ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`41130 Material Legend: �: �i 1 T H E / - LANDSCAPE AREA CONCRFLATWETE PER CONCRETE � � LAND G G G G �� G G G G G G G G G G G G G G G G G G - • • • • • SEE LANDSCAPE DETAIL 5/C2.50& � / PLAN SET L1.00 o ISPWC SD-709 - - GROUP SERIES i HEAVY DUTY LIGHT DUTY I W HIV' � W W W W W W W W W W W W W W -cT-W W rW W W W W - \ ASPHALT PAVING o PER DETAIL 7AC2 50 PER DETAIL 0 2/C2.50 "' 4-IN DEPTH,3/4-IN MINUS GRAVEL TYPE B BASE COURSE OVER cq__cn -- -- �.D! �.;--g � �t 8-IN DEPTH STRUCTURAL TYPE A FILL COURSE (COMPACTED TO 95%DRY DENSITY PER ASTM D698 OVER COMPACTED SS SS SS SS ---- SS SS SS SS SS SS SS SS S ASS S SS SS Ss7i SS SUBGRADE 95%STANDARD PROCTOR. \\ `D o HEAVY DUTY ASPHALT PAVING PER DETAIL 3/C2.50 ANCHOR -\ '5 Ustick Road &2/C2.60 S01°05'59"W T _ T_ _ T to _ T T T T T T T T T T-41 45' T -T - 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701 ------ 0 6-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-701 R SD SD SD so SD- / so so SD SD SD SD SD so - - - - - - - - - - - - - - - - -UGP J1G� - - S89°23'16"E 264.39'=lP- - - �1 - - - - - - - - - - - - - - - - - - - +� ap W - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ GP 16Pvlw .CJ • ••WM • • • . • • . - - - - R/W- R/w- a r x pt` - - - - RR R/W R/W R/W - 5 W RR Keynotes: 0 1. FIRE HYDRANT SEE SHEET C5.00. 3"PIRR / 3"PIRR 3"PIRR DA D / 2. 6"VERTICAL CURB&GUTTER PER ISPWC SD-701 OR SD-701 R. \ (FORMERLY 5 8.01') 3. PEDESTRIAN RAMP PER ISPWC 712-A AND AND SUPPLEMENTAL \ 7 \ ' SPECIFICATIONS. \ 3.1. PEDESTRIAN RAMP PER ISPWC 712-C O 4. ACCESSIBLE PARKING-SEE DETAIL 6/C2.50. CZ 5. EXISTING WATER UTILITY-SEE SHEET C5.00. N 6. 3 CONCRETE VALLEY GUTTER PER DETAIL 4/C2.50. y NOT A � FU 7. WATER MAIN-SEE SHEET C5.00. PART 8. 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A. CD i - --- ., 9. SANITARY SEWER MAIN-SEE SHEET C5.20. 10. SANITARY SEWER MANHOLE-SEE SHEET C5.20. a \ 11. CONSTRUCT 14'WIDE CONCRETE SIDEWALK PER ITD STANDARD DRAWING 614-1. O \ _ y 12. NOT USED. � - - - - - � 13. TRASH ENCLOSURE PER DETAIL 1/C2.50, 1, 2, 3&4/C2.51. M 1 MTR \ 14. NOT USED O \ 15. EXISTING CURB AND GUTTER- RETAIN AND PROTECT. 36"GIRR 36"GIRR \ Q \ 36"GIRR � \ 36"GIRR ��R� w 16. NOT USED \ \ 1 17. NOT USED \ \\ 18. CONSTRUCT 5'WIDE CONCRETE SIDEWALK PER ACHD SUP SD-709. \ - - - - - - - - 2 - \- - - - - \ 19. CONSTRUCT 10'WIDE CONCRETE SIDEWALK PER ITD STANDARD DRAWING 614-1 mime - - - - - - - - - - - - 2 CD also Q \\ \\ I I2E 20. EXISTING SIDEWALK RETAIN AND PROTECT. CJ OCD \ \ a' `' ••�• 21. REMOVE AND DISPOSE OF ABANDONED HEADWALL AND PIPE. COORDINATE WITH Y \ \ � END 2 U NAMPA&MERIDIAN IRRIGATION DISTRICT AS REQUIRED. W �j o CO \ T 31 \ o 22. INSTALL VALLEY GUTTER PER ISPWC SD-708. ao N N - - •\ ; C=) . . Q c M . . . CD- ree.a.e.ee • • w Lo CD W � 22t \ II 22 7 \ IT \ w \ CD1 Revisions \\ I G5 711 1 � III I 3 co II I 9r , WAT `n SPIGOT 25' �\ M BEGIN 2 \ 8 cm LU LU '^, \ VV I 27' W LU \ \ \ I h \ VV 2 END ' NoNAL END 2 ° J 68 11/16/20N 1xx \ I I \ Project No.: 119025 Date of Issuance: 11/16/2020 \\\ I RT2 p1% \ I / Project Milestone: Bid Set v v I Site & Materials Plan v °54'o9"I�� A - N Cajun Lane s =_ Site & Materials Plan=N Cajun Lane 0 20' 40' Horizontal Scale: 1" = 20' C2m22 ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 /�•� = T H E 201 0 � � LAND N — - GROUP 18, �, CLASS III PLANT MIX ASPHALT CONCRETE CLASS III PLANT MIX ASPHALT CONCRETE J PAVEMENT PER ISPWC SECTION 810 PAVEMENT PER ISPWC SECTION 810 2'-4" 6' 6' M - O O O O O O CRUSHED AGGREGATE FOR BASE-TYPE 1 ,r D O O O O O CRUSHED AGGREGATE FOR BASE-TYPE 1 (3/4"-MINUS) PER ISPWC SECTION 802 (3/4"-MINUS) PER ISPWC SECTION 802 Q Q Q Q 8-INCH MINUS UNCRUSHED Q Q Q Q 8-INCH MINUS UNCRUSHED AGGREGATE BASE PER ISPWC AGGREGATE BASE PER ISPWC SECTION 801 SECTION 801 r O T Oo Oo Oo Oo T Oo Oo Oo Oo PREPARED SUBGRADE, SEE NOTE 1 / / PREPARED SUBGRADE, SEE NOTE 1 BELOW. \\� \\/ \�\\ BELOW. 6"DIA. STEEL BOLLARD W FILLED WITH CONCRETE NOTE: mmi r NOTE: 1. PREPARED SUBGRADE SHALL CONFORM TO THE PAVEMENT SUBGRADE PREPARATION 1. PREPARED SUBGRADE SHALL CONFORM TO THE PAVEMENT SUBGRADE PREPARATION SECTION DESCRIBED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED a CONCRETE CONTROL SECTION DESCRIBED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED SPECIFICALLY FOR THIS PROJECT BY MTI (FILE NO. b181329g, SEPTEMBER 20, 2018). JOINTS, PER DETAIL 8/C2.50. SPECIFICALLY FOR THIS PROJECT BY MTI (FILE NO. b181329g, SEPTEMBER 20, 2018). W 8"CMU WALL Light Duty Asphalt Section H Scale: NTS Scale: NTS Duty Asphalt Section Z o a c� o _ Cz y = ASPHALT OR CONCRETE TO SAME ASPHALT OR CONCRETE TO SAME GRADE AS ADJACENT PAVING STEEL GATES GRADE AS ADJACENT PAVING BUILDING LINE, COLUMNS, CURBS, CONC. FOOTING, ETC. ` I I 3' 01 \; LEXPANSION ANT-POLYURETHANE SEALANT FS-TT-S-00227,TYPE II, NON-SAG / 1'-6" 1'-6" 01 8"THICK CONCRETE TYPE I-SELF LEVELING, CLASS A LIGHT BROOM FINISH O / \ JOINT y MATCH MATCH TOOLED SCORE JOINT / \ PAVEMENT PAVEMENT SLOPE SLOPE 1/2"RADIUS O °—� ° 4"DEPTH CONCRETE, (5" ° a ° ° ° O O O O O ° ° ° ° ° ° ° ° DEPTH IN ACHD R.O.W.) ° ° o / \ 14 ° O O O O O O O O O O O O° 4"CRUSHED AGGREGATE FOR ° ° ° ° o 0 0 0 0 0 0 0 0 0 0 o n °° ° ° o o Q / � /� T\j/� \�/ \� BASE-TYPE 1 (3/4"-MINU ° S) PER ISPWC SECTION 802 EDEN COMPACTED SUB GRADE also CJ O O Inc NOTE: U NOTE: 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH W — 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE 4"CRUSHED AGGREGATE FOR BASE-TYPE 1 OF WALK,AS SHOWN ON DRAWINGS. U FOUNDATIONS. (3/4"-MINUS) PER ISPWC SECTION 802 mmi C l._ w M a Lo CD Trash Enclosure - Top View 4 3-FT Concrete Valley Gutter 5 Standard Concrete Flatwork WM 22t 1 Scale: NTS Scale: NTS Scale: NTS 0 Revisions 1. BLUE BACKGROUND WITH 8"CONCRETE SLAB WITH FIBER MESH o "CAP TOP OF POST 12 WHITE SYMBOL AND REINFORCEMENT OR#5 @ 16"O.C. o LETTERING C/J M o REFER TO DETAIL LAYOUT PLANS FOR SPECIFIC T ° STALL LOCATIONS AND DIMENSIONS. J g TOOLED JOINTS, PER PLANS ° RESERVED °° = PARKING w ° 3/8"x 3-1/2"CADMIUM o 1"WHITE LETTERING WITH L o ADJACENT ASPHALT PAVING e ° ° ' ° PLATE HEX HEAD BOLT o ao "STATE DISABLED PARKING 6, z o WITH FLAT LOCK T PERMIT REQUIRED" W 1/4 WASHER AND NUT ° ° ° ° ° ° z Q° ° °d O 12"x 18"SIGN WITH INTERNATIONAL 100 z °° a° °° ° ° ° STALE gSABIED PARIONc ¢ ° ° ° CONTROL JOINT ° PERNIrREW1lED PROVIDE SIGN THAT IDENTIFIES LU SYMBOL OF ACCESS REFER TO `� ° ° ° G ° ° ° ° 0 O O O D 0 0 3/8" ALL VAN ACCESSIBLE STALLS, ACCESSIBLE PARKING SIGN DETAIL. LL, ° c ° ° °° ° a ° � SEALANT-POLYURETHANE SEALANT ° ° REFER TO PLANS FOR TYPICAL AT ALL ACCESSIBLE STALLS. INSTALL VAN LU z ° ° d O�O O O r FS TT-S-00227,TYPE II, NON-SAG AND o LOCATIONS ACCESSIBLE SIGN AS NOTED PER PLAN. a' o 0 0 o TYPE I-SELF LEVELING, CLASS A - VAN u� Q 0 �(, ¢ O 0 0 0 0 0 0 ° Od o `� ACCESSIBLE CONCRETE FLATWORK AS o 2 x 2 GALVANIZED PERFORATED �S%pNAL LN INTERNATIONAL SYMBOL OF ACCESS PAINTED ON "' f " ., ., ., rQ„ rQ, O O O O a ° SPECIFIED,WIDTH PER PLANS "' SIGN POST, PER SIGN POST AND G \ST PAVING, SYMBOL AND BORDER SHALL BE WHITE, �j/L ° BASE DETAIL, CENTERED ON BASE COURSE AS SPECIFIED ACCESSIBLE STALL INSIDE BORDER SHALL BE BLUE,AND AISLES o LOCATE PER PLANS 6 S SHALL BE WHITE \\\/ X\ COMPACTED SUBGRADE o ° ° ° a s 11/16/20OF 2� ACCESSIBLE PARKING STALL AND /Z \\\ \� \\\ \\\ \/ \%/ EXPANSION JOINT ° ° o ° ° ° ° ° ° ° J� ESW.G AISLE (TYP.) a 4"WIDE STALL \j\\/� CRUSHED AGGREGATE FOR BASE-TYPE 1 \ \\/%\j\\j\\% / o STRIPING,TYPICAL (3/4"-MINUS) PER ISPWC SECTION 802 \�\\�\\\/ ° o Project No.: 119025 PREPARED SUBGRADE / / \ ,��/\ o ° d,° Date of Issuance: 11/16/2020 a \\!\!\ice\\\ o ° Project Milestone: Bid Set 0 NOTE: ° o ° ° 1. ADD FIBER REINFORCEMENT AT STANDARD APPLICATION ° Details RATE OF 1.5 POUNDS PER CUBIC YARD OF CONCRETE. Site Details aid a Accessible Parking Layout Heavy Duty Concrete Paving Concrete Joints Accessible Parking Sign 789 2m5O Scale: NTS Scale: NTS Scale: NTS Scale: NTS ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 NOTE: CMU WALL CAP NN CMU WALL CAP 1. VERIFY LOCATION OF 4w THE UNDERGROUND (1) #5 REBARwiWA, 0 STRUCTURAL'B' DECK FULLY WELDED TO TUBE FRAME, UTILITIES PRIOR TO GROUT SOLID LAND PRIME COAT APPLIED-FINISH WITH PAINT. COLOR SELECTION DRILLING FOR . BY OWNER. CONCRETE (1) #5 REBAR GROUP FOUNDATIONS. (VERT.)AT 32" CMU WALL O.C. GROUT SOLID I 6" DEPTH CONCRETE SLAB 01 (1) #5 X CONT. I zo FINISH GRADE 4" DEPTH CRUSHED AGGREGATEBASE- TYPE 1 (3/4"MINUS) PER ISPWC SECTION ° 802 I I-1 I I—I 11-11 _ —_ N - III—III—III � I__—_—II -111-1 11-11 I I I—I I I—I 11— (2) #5 BARS CONT. =III=III I I I=1I11 II I I (2) #5 BAR W SWING LATCH CANE BOLT J 1111 NOTE: 6" DEPTH CRUSHED a 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE AGGREGATE BASE 8" 8" 8" W FOUNDATIONS. TYPE 1 (3/4"MINUS) PER ISPWC SECTION 2, 802 Q Trash Enclosure - Front Elevation Trash Enclosure - Section Z 1 Scale: NTS 2 Scale: NTS a c� o _ Cz y = a � 6" DIA. STEEL PIPE CONCRETE FILLED. O FINISH WITH PAINT-COLOR SELECTION ROUND CONCRETE CAP BY OWNER CAI 8"CMU 1„ 6„ 2-1/2"SQUARE X 3/16"THICK STEEL TUBE. FINISH WITH PAINT-COLOR O SELECTION BY OWNER. PAINT TWO COATS EXTERIOR ENAMEL-COLOR SELECTION Q BY OWNER — ° � o 6" DIA. STEEL PIPE CONCRETE FILLED d' CIO O also Cm Q CEMENT WASH SLOPED 1" r O O ABOVE PAVING 2 3� Y ROUND CONCRETE CAP C) 1 y� U)� o i 2-1/2"X 2-1/2"x 3/16"THICK STEEL 16"DIA. CONCRETE FOUNDATION 6"DIA. STEEL PIPE PLAN ANGLE, DIAGONAL BRACE w d CONCRETE FILLED EMBEDDED ° INTO CONCRETE FOOTING. (FOOTING � ° SIMILAR TO BOLLARD DETAIL) W C) co 22t FINISH GRADE 22 GAUGE CORRUGATED GALVANIZED 8"CMU WALL SHEET METAL SIDING. FINISH WITH PAINT 1 d -COLOR SELECTION BY OWNER. Revisions ° 14 1. ° ° I- II I ° I III I 2-1/2"SQUARE X 3/16"THICK STEEL 6"DEPTH CRUSHED AGGREGATE -III ° ° ° III III— E. BASE-TYPE 1 (3/4 MINUS) I I �,U�F.�tH WITH PAINT-COLOR OWNER. PER ISPWC SECTION 802BY ° III III- WELDED CONTINUOUS HINGE. FINISH WITH PAINT-COLOR SELECTION -III I L J I BY OWNER. \4 CID -III I 4 � .III III , NAL 68 ELEVATION sT11/16/\0 gTe OF J P 4�ES Project No.: 119025 Date of Issuance: 11/16/2020 3 NOTE: Project Milestone: Bid Set NOTE: 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS. Details 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS. Site Details s Iwo4 Trash Enclosure - Bollard Trash Enclosure - Gate Supports Scale: NTS Scale: NTS C2m51 ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 /�•� 0 = T H E L AND INSTALL ISLAND AND INTERSECTION CURB PER ACHD SUP SD-701 C PAINTED w TRAFFIC YELLOW. INSTALL 18"CANDLESTICKS AT EACH END AND APPROXIMATELY _ GROUP EVERY 20-FT O.C.ALONG CURB SEE SHEET C10.00 FOR LOCATION R/W VARIES SEE PLANS 6' S' 2' VARIES-SEE PLAN 2 LANDSCAPE AREA SIDEWALK MIN SAWCUT VARIES VARIES 2' EXISTING MIN VARIES VARIES ROAD 1.5- 1.75% 1 SIDEWALK 14'-16.25'SEE PLANS 14'-16.25'SEE PLANS 1' VARIES — 2 0% 0.4 ° � 1 16.25'- 15.5'SEE PLANS 16.25'-15.5'SEE PLANS 2' . ..: 2— — — — — — — — — — — — — — — — — ,,` vA9iFS 1�% ° VARIES% S VARIES /o 5"THICK CONCRETE SIDEWALK 0 0 0 0 0 0 o S 5-IN ASPHALT, SP-3, 0.50-IN (1/2") PER ACHD SUPP SD-709 MIX, PG 64-28 4"THICK CONCRETE SIDEWALK 4-IN OF 3/4" MINUS CRUSHED STANDARD 6"VERTICAL W CURB AND GUTTER PER STANDARD 6"VERTICAL 3-IN CLASS III PLANT MIX ASPHALT CONCRETE AGGREGATE BASE,TYPE 1 ACHD SUPP SD-701 CURB AND GUTTER PER PAVEMENT PER ISPWC SECTION 810 STANDARD 6"VERTICAL ACHD SUPP SD-701 16-IN OF 8-INCH MINUS UNCRUSHED CURB AND GUTTER PER 25-IN OF 6"MINUS UNCRUSHED 8-IN CRUSHED AGGREGATE FOR BASE-TYPE 1 (3/4"-MINUS) AGGREGATE BASE PER ISPWC SECTION 802 AGGREGATE BASE PER ISPWC SECTION 801 ACHD SUPP SD-701 COMPACTED SUBGRADE cc W 0 Typical Section Ustick Widening N. Cajun Lane - Typical Section Z 1 Ya g 2 , Ya Q � Scale: NTS Scale: NTS O Cz y = � O a � y O Z O O � 0 � 0 O � o c� o 0 W y Uo 7Cm wct a Lo � C)W O co 22t Revisions 1. t,5��STE 11/16/2028 JgTE OF \�P `DES Mr. G Project No.: 119025 3 Date of Issuance: 11/16/2020 Project Milestone: Bid Set Details Typical Section E -�� C2m6O DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`41130 Sheet Notes: N411 T i THE T T T T T T T T T T T - T T T T - T T T - _ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00 & �e-- ------------ -------- n - _ E. UstickRoad T T -T T T T��T T T C1.01. . LAND WE SD SD SD SD SD so � � 2. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. - GROUP / \ \ \ ~ 3. INDICATE TOP OF FINISHED SURFACE UNLESS NOTED OTHERWISE AS � - - - - - FOLLOWS: UGP - - UG OHP - - - - - - \ 3.A. FIG = FINISH GRADE FG:24.75 � -R - - o I �tGP - WMTR UGP FG:25.26 FG:25.32 ��H - - - - - - P 0A �P - �P - P \ ~OHP OHP 3.B. FF = FINISH FLOOR FG:25.52 � ---� UGp UGP UGP �� = FLOW LINE FG:25.79 FG:25.92 FG:26.14 FG:26.47 ct' MX: 26.39 c = MATCH EXISTING -- J' 3.C. FL t - - FG:25.34 _ I I - 3.D. MX FG:24.59 / FG:25.41 X-- - 3 \ / 3.E. RIM = RIM OF STRUCTURE FG:25.60 3"PIRR MX: 26.67 SS 3.F. TBC = TOP BACK OF CURB " 3"PIRR FG:26.22 3"PIRR 3"PIRR G G 3.G. GB = GRADE BREAK / FG:25.8 FG:-26 FG:26.56 FG:26.51 262 MX:26.81 IRR / _ FG:26.7 4 S 4. SLOPES SHALL NOT EXCEED 2%IN ANY DIRECTION ADJACENT TO THE BUILDING. FG:27.3 \ FG:27.19 5. REFER TO SHEET C3.50 DRAINAGE DETAILS AND SHEETS C5.00 AND C5.20 - IT FOR UTILITY DETAILS. CD cc 6. ASPHALT REPAIR ASSOCIATED WITH PROPOSED WET AND DRY UTILITY G R F TRENCHING AND INSTALLATION WITHIN EXISTING ASPHALT AREAS SHALL W M N MATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE cc l - 2 24 \ \ i II PATTERNS. �- I 7. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. a HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2%THERE ARE NO W 2i �6�5 5 I TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT RIM: 27.45 I EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2%IN ANY Q X I DIRECTION. SG 1 6 I 8. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS RIM: 24.08 SHALL BE SMOOTH AND CONTINUOUS. 1000-GAL. S&G TRAP � FG:24.51 RIM: 24.10 RIM: 24.77 � O RIM: 2623.28± RIM: 25.46 --2624 9. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SUMP: 2616.35 EP EP FG:27.45 F :27.20 I SLEEVES WITH RESPECTIVE CONTRACTORS. O IE IN: 2620.27, 12-IN PVC (W) EP EP � FG:25.28 RIM: 25.73 w RIM: 25.65 Q IE IN: 2620.27, 12-IN PVC (N) EP�EP � rP�EP 6 IE OUT: 2620.02, 12-IN HDPE (E) EP I 9 I 10. ADD 2600 FT TO ELEVATIONS SHOWN TO GET ACTUAL ELEVATION - RIM: 23.78 EP / EP RIM: 27.25 # 52-LF OF 12-IN PVC AT 0.50% s �-EP EP-E SG 2 O ~/ I Keynotes: FG:25.45 P FG:26.22 c� EP - CB 1 FG:23.65 \ EF1000 GAL. S&G TRAP s 30-IN DIA. CATCH BASIN 42 51 LF OF 12-IN PVC AT 0.51% RIM: 2624.84_ / 1. CONSTRUCT SEEPAGE BED A PER DETAIL ON SHEET C3.50 FG:23.53 FG:23.95 FG:24.69 FG:24.93 RIM: 25.32 _ �� SUMP: 2617.63 EP FG:26.20 RIM: 2623.22± "-' FG:23.75 � � o EP � SUMP: 23.22 9 FG:23.36 0 0 o FG:24.58 FG:25.06 IE IN: 2621.80, 12-IN PVC (N)( ) 2. CONSTRUCT SEEPAGE BED B PER DETAIL ON SHEET C3.50 j FG:23.88 IE OUT: 2621.30, 12-IN HDPE E RIM: 26.13 (E) FG:24.02 FG:25.19 i 3. CONSTRUCT SEEPAGE BED C PER DETAIL ON SHEET C3.50 E OUT: 2620.49, 12-IN PVC FG:23.90 �, 0 5 0 FG:25.05CL - - - % 48-LF OF 1 - I 2 RIM: 25.98 :27. a 49 2 IN FG.23.71 FG.27. G 00 - F OF 12-IN PVC AT 0. _ HDPE AT 0.00% � FUGB.24.14 G 5 �� 42, � � I 0 44 L �� bu 40-LF OF 12-IN PER 1-1 F.HDPE AT 0.00% FG:24.70 FG:25.31 0 4. INSTALL SAND AND GREASE TRAP PER DETAIL ON SHEET C3.50. FG:25.29 `� o � 24.18 FG:24.34 FG/G6:25.31 FG:25. \ 5. INSTALL MONITORING WELL PER DETAIL 3/C3.50. FG:23.73 G:24.18 FG:25.31 � \ � -- FG:23 F `` \ FG/GB:25.42 FG RIM: 25.17 49 FG:25.78 .71 FG:23.69 FG:23.36 34 5 FG:25.87 ( I 6. PIPE STUB FOR FUTURE STORM DRAIN CONNECTION FROM BUILDING PAD O FG:23.36 s RIM: 22.7 FL/GB: 23.27 1 FUGB: 23.63 FG:24 FG:24.49 FG:24.91 FG/GB:25.49 -4 FG:25.25 T C I CONSTRUCTION, CAP AND MARK END. 8 FG.22.77 0 LF OF12- cv LU FG.23.47 F .2 . IN FG.23.52 G 3 88 PE � � �� FG:25.33 FUGB:24. ° RF.HDPE AT 0. ° FG:27.14 G:26.97 I FG:23.61 FG:25.26 � 0.1/ � 00/ RIM: 22.71 _ FG:24.02 FG:24.70 F FG 25.28 F 82 GB: 26.40 FG.23.95 FG.25.27 FL/GB: 25.22 - - GB: 26.12 F RIM: FG:24.87 FG:24.98 � I G:22.62 \ RIM: 24.10 FG:25.05 FG:25.23 LU ►- FG:22.96 FG:25.19 �' /� FG:25.09 FG:25.82 � O LO FG:24.62 � T=a) - �.FG:23.23Q FG:22.55 FG:24.69 RIM: 25.32 FG:25.37 cc :M O O FG:24.55 _ _ ° - - - RIM: 3 FG:23.00 9 LF OF 12 IN HDPE AT 0.00% I s � pC RIM: _- _- _- G:25.47 FG:25.32 FG:25.69 1 1-11326.02 IM2540 V \ ,, III �- I I �W UY jFG:24.24 EP � \ FG:25.03 . o y FG:25.58 000 FG:25.03 FG:27.00 G:26.83 a FG:26.15 M GB: 2 FG:26.30 C �j FG:25.63 �o Q c 2625 FG:25.03 FG:25.70 FG:26.09 0 W w I FG:26.98 I z � -� RIM: 25.58 FG:25.88 FG:26.18 FG:25.79 F :26.81 W o _ I FG:25.96 - � 5.80 GB: �FG:2 2626 59&' M I I I 0 FG:25.76 5.96 - Revisions RIM: ---- do FG:25.79 FG:25.93 TBC/GB: 26.46 FG:25.96 RIM: 2\52 I II TBC/GB: 25.97 °C 20' RIM: 26.40 TBC/GB: 25.97 I �26.69 I M � , M N TBC/GB: 26.46 FG:26.86 N cfl cv Fob -- I FG. In cv `� C o O \ 3 F06.67 G ca O GB: 25.77 CL I ~ \ II \ \ \ 5 z _ I I CB 6-LF OF 12-IN HDPE AT 0.00% r O SG 3 INLET PER ISPWC SD-601 0 0 1000-GAL. S&G TRAP O \ \ RIM: 2624.08± (/ �U- RIM: 2624.58± I I ---- �co OQ SUMP: 2616.89 SUMP: 2620.21 Ci --________ 1 _ IE OUT: 2621.21, 12-IN PVC (E) IE IN: 2621.06, 12-IN PVC (W) 3"PIRR �� IE OUT: 2621.31, 12-IN PVC (W) FG:24.09 IE IN: 2621.06, 12-IN PVC (E) FG:25.67 I 3„pIR \ ----- -------- IE OUT: 2620.56, 12-IN HDPE (N) I F :25.49 \ - R - R FG:24.21 6 37-LF OF 12-IN PVC AT 0.50% I gNo SAL �`tC _ \ - 3"PIRR \ SD S 6 \ � � �7-LF OF 12-IN PVC AT-0.50% GB: 25.44 � I I 68 \ \ - - - - - - - - - �- - - - �� - - - - - - - - - - - -� - - o FG:24.29 FG:25.30 - -30-LF OF 12-IN PVC AT 0.50% _ I � \ \ FG: 4. - - - - \ 24.88 - - - - - - - - - - - - - - - - -- _ sT11/16/202cQ e• \ FG:24 59 - - - - - 3"P FG:24.67 3�"GIRR \� "GIRR �� „ / ERR - W.��' \\ \ 36 GI R 3 "GIRR \ "G \ 6 GIRR 36"GIRR / 3" ��' \ I �- GIRR \ 36"GI � �� - - IX FG:24.50 \ \\ \ � 36 GIRR 36"GIRR 36"GIRR GIRR - IRR R - Plans Are Accepted For Public Street Project No.: 119025 / \ II Date of Issuance: 11/16/2020 P I� Construction Project Milestone: Bid Set OH \ \ -- - - - -- - - - - - -T - - - - - - - - - - - - - ,�ORP _ _ _ _ \ I II II N \ \ \ // - \ I - - - I I By stamping and signing the improvement plans,the Registered Engineer ensures the Site Grading & Drainage X O-M \ \ OHP District that the plans conform to all District policies and standards. Variances or \I ~ I waivers must be specifically and previously approved by the District in writing. Plan Acceptance of the improvement plans by the District does not relieve the Registered Site Grading & DrainagemPlan 0 20' 40' Engineer of these responsibilities. w BY: DATE: Horizontal Scale: 111 = 20' ADA COUNTY HIGHWAY DISTRICT C3mOO ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 Sheet Notes: bNN �,�_„ VARIES (6) - 18"x 24" KNOCKOUT PANELS 1. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL �/��' T H E SOLID WALL PVC PIPE. SEE PLANS (2X) 1 EACH SIDE NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF LAND EXTEND V INTO DRAIN ROCK. (4x) 2 EACH SIDE DRAINAGE FACILITY TO PROVIDE 3'MIN. CLEARANCE BETWEEN . GROUNDWATER AND THE BOTTOM OF THE POND. UNTIMELY GROUP qq�q oc Qc Qc Qc OOOOOO NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO 0 LU_ Q 8'-10-1/2" THE CONTRACTOR. U J •,•, •,•, o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 W � a z 8 3 2. BOTTOM OF SAND LAYER ELEVATION IS THE MINIMUM EXCAVATION. (PERFORATED STORM DRAIN PIPE � o NOTES: 5' AS SPECIFIED ON PLAN Q 12"PRE-MANUFACTURED PERFORATED 1. PROVIDE STANDARD MANHOLE FRAME, COVER AND MIN. N-12 ADS, PVC ASTM D 3034 PIPE OR RISER PER ISPWC SD-617. CONSTRUCT CONCRETE O O O O O O O O APPROVED EQUAL. 1/4"0 PERFORATIONS COLLAR PER ISPWC SD-616. AT 3"O.C. 6 ROWS OF PERFORATIONS EVENLY FINISH GRADE A A PLAN SPACED PER PIPE. SEE PLANS FOR INVERT. 2. COORDINATE WITH SITE GRADING AND DRAINAGE 12"MAXIMUM GRADE RINGS. IF 1 MIN. OVERLAP OR AS �� o PLAN FOR LOCATIONS OF GRATED INLETS. GREATER THAN 12" IS REQUIRED RECOMMENDED T USE AN RCP RISER. w z BY MANUFACTURER a w A z FINISH GRADE VARIES 0 O Groundwater Note: T AASHTO M288 CLASS 2 NON-WOVEN r TOP OF ROCK GEOTEXTILE ON SIDES AND TOP ONLY. � N 1. GROUND WATER DATA FOR THIS SITE IS BASED UPON MATERIALS O O NJ TESTING&INSPECTION FILE NUMBER B181329g DATED SEPTEMBER 20, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2"WASHED DRAIN ROCK > 2018 . GROUND WATER IS ESTIMATED TO BE BELOW 17-FT. INLET SIZE AND LOCATION VARY. (2) -24 0 HOLE THRU FOR MANHOLE 1 O O�O O�O�O�O� EXTEND BOTTOM OF SUMP 12" O O REFER TO DRAINAGE PLAN (TYP.ALL) ACCESS. SEE NOTES 1 AND 2 LU LU Q MIN. INTO FREE DRAINING SOILS w � -\\\ 0 0 0 0 0 0 0 0 � „ PLAN � 18 MIN. DEPTH ASTM ANDC-33 SAND (3) GREASE DTRAP \//\\ VARIES a LU BOTTOM OF ROCK SECTION A-A •° f • ° ° M 18" MIN. DEPTH ASTM NTS L) SEASONAL HIGH GROUNDWATER C-33 SAND IE OUT PER �o Z IE INPLANS T PERCOLATION RATE IN NATIVE PERR PLANS SOILS IS GREATER THAN 8"/HR '� 1 -811 &.) " NOTES: PROFILE _ ° O 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO TRENCHCD CONSTRUCTION AND SHALL VERIFY ALL MATERIALS, LOCATIONS LO AND SIZES. 2. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION •° FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK SHALL T BE A MINIMUM OF 3'. CONTRACTOR SHALL NOTIFY THE DESIGNER ENGINEER IMMEDIATELY IF GROUNDWATER OR BEDROCK IS ENCOUNTERED WITHIN 3'OF THE BOTTOM DESIGN ELEVATION OF ANY INFILTRATION FACILITY. 3. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE 8'-10" IEEE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND SUMP ELEVATION PER PLANS 4 10 11 ENGINEER, CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO SECTION AA PROFILE y 0 ACHIEVE THE REQUIRED CRITERIA. Private Seepage Bed Oldcastle 1000 2 Gal. S/G Trap O :11 co Scale: NTS Scale: NTS Seepage Bed Information Table _ NO LENGTH WIDTH DEPTH SG TRAP TOP OF BOTTOM BOTTOM O Q ROCK OF ROCK OF SAND 0 0 A 42-FT 21-FT 10-FT SG 1 2622.02 2612.02 2610.52 Inc Y B 42-FT 21-FT 10-FT SG 2 2623.30 2613.30 2611.80 W U C 45-FT 20-FT 8-FT SG 3 2622.56 2614.56 2613.06 U WELL COVER. 8"0 WATERTIGHT GALVANIZED STEEL COVER AND °18" FINISH GRADE CANISTER ° WELL ° W c� PVC CAP, GASKETED (WATERTIGHT) CAP r a O �_ / W C) \ / ° A° °a° CONCRETE COLLAR, CLASS ° ^ o 3000 (ISPWC 703) PLAN VIEW NO. 12 AWG. GALVANIZED CONCRETE COLLAR IN NON-TRAFFIC AREAS 0 1 Revisions FINDER WIRE o ~ p / 6"0 PVC d \ qq Q N° O° m %\ (ASTM D-3034 SDR 35) \\ \ 4 WELL CD CD �\ \m a � / THREE 6"0 COILS °�G �nP „U o \\ /\ 2 STAINLESS STEEL HOSE CLAMPS a °C \\/ / AT 3"SPACING. SECURE PLAN VIEW GEOTEXTILE IN PLACE )An 71 CONCRETE COLLAR IN TRAFFIC AREAS cli \\/ ASTM C-33 FILTER SAND 24" + ° 0WRAP PORTION OF PIPE IN SAND WITH 1- 0 o GEOTEXTILE (TYPE 1 PER ISPWC SECTION 2060) (2) #4 REBAR 0 6"0 PERFORATE PIPE HOOPS WITH (ASTM D-3035 SDR 35 WITH 6 3/8"0 #4 VERTICALS HOLES SPACED 3"D.C. SECTION �SZONAL CONCRETE COLLAR Ly,N ° 3/4"-MINUS, 1.5"-2" DRAIN NOTE: 5�0\STE FO G'l r ° ROCK, OR ASTM C-33 FILTER 1. CONTRACTOR SHALL NOTIFY THE SAND ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE s, 11/16/2028 9TE PVC END CAP, SOLVENT WELD OR BOTTOM DESIGN ELEVATION FOR ANY \ 12" pP GASKETED (WATERTIGHT) INFILTRATION FACILITY J� �F 'SW.G Monitoring Well 3 Project No.: 119025 Scale: NTS Date of Issuance: 11/16/2020 Project Milestone: Bid Set Site Grading & Drainage Details s c E �E z C & 50 DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO j 0- T H E STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN L AND STANDARDS, IDAHO DEPARTMENT OF TRANSPORTATION AND ADA COUNTY W HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR . G R 0 UP I WRITTEN APPROVAL. i G G G :9 G G ,� j / G G G G G G G G G G G G G G G G G G G G G G G G G G 2 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, � ' CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE W W iW i W W W W W W W W W W A-t-i&- Wd W W W W W —W W PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE —2 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED 12+00 13+00 AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL CD W � 9+00 10+00 , , 11+00 UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY So— en D COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF bu EG: 2625.23 EG: 2625.38 EG: 2625.45 EG: 2625.68 EG:2625.93 ' — _ _ EG:2626.14 EG: 2626.33 EG:2626.57 EG: 2626.80 48-HOURS PRIOR TO DIGGING. *C_0S SS S SS --- SS — SS SS SS SS SS SS SS SS SS SS SS $S — _ SS SS SS SS SS SS SS 3. COMPLY WITH ALL NOTES ON SHEET C1.00 — — `P1P 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE \ _ _ CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. T T T T T T T T T v — T T T T T 'T T T T T T T 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS I ` SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN UJ sa SD SD SD SO 8.4%, —SD so PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE \ NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. BHP — _ BHP OHP� S GP UG SOHP 5 — — - - - - - - - - - - - Keynotes: �O Q W FG:2624.73 FG:2625.04 — — FG:2625.27 — — r 'C ��'" S — — s — — FG:2625.54 — — — = _UGP_ _ _ — UGP —DG� — �G� UGh UGp — P \ ~)HP 1. CONSTRUCT 5'WIDE CONCRETE SIDEWALK, 5 SCORE PATTERN (TYP) PER ACHD a�000 � _ 3"PI FG:2625.72 FG:2625.91 FG:2626.10 FG:2626.29 \ FG:2626.48 SUP SD-709 EP 3 L PIRR ---- _ A O 3"PIRR -- "PIRR — 3"PIRR 3"PIRR 3"PIRR S S IRR / S CJ ANN T CZ I I I SSMH I RIM:2626.94' \ w I I \ lime Cr I ` I IE(N)12"PVC.2605.43' IE^A„ 3^81 IJ r,I�I R O O Roadwa -Ustick Sidewalk 2°' 4°' Y E Horizontal Scale: 1" = 20' y O Z O O � 0 O O � o CJ o cc CD Ie y Uo CZ w a Lo � °W ° O o 22t Revisions 1. 68 s 11/16/202�Q JgTe OF\�P� Proj Plans Are Accepted For Public Street Date eofIssct u 112020 Date of Issuance: 11/16/2020 Construction Project Milestone: Bid Set By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway District that the plans conform to all District policies and standards. Variances or Ustick Sidewalk waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. �E z 1 w o BY: DATE: ■ ADA COUNTY HIGHWAY DISTRICT C4l 1 ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO =/ T HE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN LAN D STANDARDS, IDAHO DEPARTMENT OF TRANSPORTATION AND ADA COUNTY . HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR . GROUP WRITTEN APPROVAL. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF r EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY Ustick Road COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF - M HP Rnn� OHP �� Oh��-� no 48-HOURS PRIOR TO DIGGING. „/ ��,� _R/W- --R/4. RAN fifW -R/W— ' OHP OHP OHP OHP 9C 3. COMPLY WITH ALL NOTES ON SHEET C1.00 _ _ _ _ _ _ _ _ � OHP H� - - - - - �- - - HP ---� OHP OHP OH 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION U= OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE C) CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. �N cc�O 00 + 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS 00 SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN UJ a PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE J ----- NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. Cz o� 7 FL: 2623.65 Keynotes: cc N FG:2624.18 FL: 2624.11 FG:2624.70 W 0 7.1% 7 FG:2624.75 1. CONSTRUCT 5'WIDE CONCRETE SIDEWALK, 5 SCORE PATTERN (TYP) PER ACHD "' - - - - SUP SD-709 Q o _ 0 00 000 8.0% o000 5' cob' 0000 \ 0000 o� o o—o _ �Qo 0 0 000 ; Z Q5 + 0�5.1% FL: 2623.67 FL: 2624.08 000 0 00 0000 Nf` OO••� 0000 U Q CIO _ 6.9% FG:2624.77 NOW FG:2624.25 �6 - - - - - - - - - _ _ _ _ _ R30, _ _ _ O R/W R � --- -- ACPS CM) ANN FG:2624.36 � �� CL) - TBC:26 .40 STA: 500+67.32, OFF: .521 EP EP EP EP sO = I EP EP- a \ cc o= J O � Z O 0 TBC: 2624.24 STA: 500+79.22, OFF: 15.55'R Ustick & Cajun Lane ADA Ramp Details cm 1 Scale: 1"=5' O 0 o W y � o J n C3 =) 70 cc w 44 W00 CD coM Revisions 1. NOTE: THIS IS A DUPLICATE SHEET OF THE VILLASPORT PROJECT. LIMITS ARE CHANGED TO AREAS CONSTRUCTED AS PART OF THE EAGLE COMMONS AT �'��F, E �C. G'1' USTICK AND EAGLE PROJECT. G ST 0 11/16/2028 `I�TE OF `DES W.Proj G Plans Are Accepted For Public Street Date eofIssct u 112020 Date of Issuance: 11/16/2020 Construction Project Milestone: Bid Set 3 By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway District that the plans conform to all District policies and standards. Variances or Ustick Sidewalk Details waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered EEngineer of these responsibilities. a BY: DATE: ■ ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 Sheet Notes: N - � - T H E _ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO �W /I AO i STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, � 0- o / IDAHO DEPARTMENT OF TRANSPORTATION AND ADA COUNTY HIGHWAY DISTRICT LAND o MATCH EXISTING ISLAN AND INTERSECTION CURB C/ STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. . USE CAUTION Ustick Road m 2625 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATEddmfti� G R 0 U P FIBER OPTIC LINE, CONTRACTOR WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 W W W W W W W � - W W STA: 7+06.86� W W1117.43 6 W W W -W W W W W W W W W W REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL SHALL COORDINATE ANY OFF: 7.92'L STA: 850L DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. DISRUPTIONS WITH ACHD. SEE cn LF OFF: 9.50'L �� THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 262� KEYNOTE 9 EG:2625.38 WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND 6+00 7+00 EG:2624.85 8+00 "' 9+00 EG:2625.41 10+00 PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE - ` UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF EG:2623.87 EG:2624.12 EG:2624.28 EG:2624.43 EG:2625.30 48 HOURS PRIOR TO DIGGING. EG:2624.62 EG:2624.92 3. COMPLY WITH ALL NOTES ON SHEET C1.00 SS SS SS SS SS S) SS SS SS S SS SS SS SS S� S SS SS SS � SS SS S�- SS SS SS 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE \ \ 88-LF OF 12-IN PVC AT 0.37%- ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER 7 59-LF OF 12-IN o I MX:2624.67± SECTIONS 305 AND 306 OF THE ISPWC. PVC AT 1.39% "' -- 7 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF N 10 LF OF 12-IN PVC AT 0.43% a MX:2624.25± 1 2 CR T ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL rn MX:2623.96± o MX:2624.27_ - MX:2623.77± - T T T MX:2624.85- cc TSDMH 1 T T T _ T T T T T T 11 - - NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE MX:2623.55± -------- ------ - ---- - - -IN PVC AT 0 41/° THE MAXIMUM SLOPES 6 LFOF12 ° o SD (i -- SDMH 5 EXISTING S o Mx:2623.87_ � SDMH 3 13-LF OF 12-IN PVC AT 0.40% o S � �_ EG:2623.73 0.5% SD SDMH 2 SD 0.4%- FG:2624.01 0.5% N D s -SD - --�D - SD SD SI, 67-LF OF 12-IN PVC AT 0.93% 0 - /�,y �, - N __SDMH 6 Keynotes: # iP FG:2623.80 P HP OHP Inlr 0.4% M M M _ _ _ _ HP 10 LU 0.4% 2 4 ~o ¢ 10 �H ---_ OHP - --- _ � - - 1. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO ISPWC --- ---- -� - Q100=0.16 CFS 10 10 0 U �� CB 2 OHP SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT REPAIRS.ALL REMOVED R7W �i/W �'/� o 0 0� - - - - - - - -> MT" Q100=1.46 CFS 01 M M Q25-0.12 CFS �, a � m ASPHALT SHALL BE DISPOSED OF OFF-SITE. CONSTRUCT ALL PAVEMENT MATCHES - - 8 _a, oc _ -Q25=1.05 CFS - - - - - - - -2623- _ �. O� STA:7+16.57, OFF:49.60'R - - - _ o oQo - zr - - �� o- C\, CIL N INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS WITHIN ACHD c' � TBC: 2623.80 _ - oe _ o N o� o•e. � � ri 0 CZ 0 o �- m I + � RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE M rn o � N ti R �'fW R/W - N FG:2624.36 2624 - 4 0 0 U_ FOLLOWING: CC C o C6 co co C)o+ °N - - E - 6; FG:2624.26 a� N o • - - E CV o o o N r` PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP 3, 0 5 INCH (1/2") MIX, PG 64 28 FIV W - -------------- co o o,� N Co N M N `9 0 1 1 CB 1 B 4 SD H 4 coM EP -N v o INCHES (5")THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6" MINUS PIT .. .. _ fD +_________ N C c�¢ N� N ° M 0.35CFS o o N0 m + N°" RUN. 100=0.28 CFS N o m + C- - �a - � '�C =.025 CFS co Co 0 5 "¢ `"6' COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE _ .. coo C2.60 rn Q25=0.2 S o� �Cn m� c�¢ m a co + N N 0 R/ W m SP-3, 0.50 INCH (1/2") MIX, PG-64-28 THREE INCHES (3")THICK,AS A MINIMUM WITH i ; N co m + m + - STA: 8+46.65, OFF: 67.69'R Z T` N r` N r_ 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN. \ F'a TBC: 2624.40 m m� CB 2q • USE WHICHEVER PAVEMENT SECTION IS GREATER.ASPHALT PAVEMENT REPAIR ~Cl) '-"'\ SHALL CONFORM TO ACHD POLICY AND ISPWC STANDARDS FOR STREET REPAIRS 14 Q25=0.18 CFS STA: 8+15.29, OFF: 78.81'R Q0.1025 CFS PER SD-303.TBC: 2624.24 17-LF OF 12-IN PVC AT 0.40% 2. CONSTRUCT 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701. O \ N. Cajun Lane (Private) N 3. CONSTRUCT 5'WIDE CONCRETE SIDEWALK, 5 SCORE PATTERN (TYP) PER ACHD SUP O See Sheet C4. 4. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ACHD SUP SD-712A WITH TRUNCATED CZ RoadwaymUstick Widening 60 for Details 0 20' 40' DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED Horizontal Scale: 1" = 20' 5. INSTALL R1-1 (36"06") STOP SIGN y 6. INSTALL ISLAND AND INTERSECTION CURB PER ACHD SUP SD-701C PAINTED TRAFFIC YELLOW. INSTALL 18"CANDLESTICKS AT EACH END AND APPROXIMATELY EVERY 20-FT O.C.ALONG CURB 7. REMOVE AND DISPOSE OF EXISTING STORM DRAIN CATCH BASIN AND RELATED ITEMS, Immm REMOVE PIPE UPSTREAM OF EXISTING CATCH BASIN TO NEAREST PIPE BELL. CONNECT TO EXISTING PIPE AT THIS LOCATION (LOCATION SHOWN IS APPROXIMATE NO PIPE COUPLERS ALLOWED IN ACHD R.O.W.) O 2632 2632 8. SEE SITE PLANS FOR WATER LINE CONNECTION AND MAINLINE EXTENSION CAUSTICM Sta. 5+:10 - 10+00 9. INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS HORIZONTAL SCALE: 1 = 20' WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10PM AND Z SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5AM. THE CONTRACTOR O VERTICAL SCALE: 1 = 21 SHALL PROVIDE A MINIMUM TWO (2)WEEK NOTICE PRIOR TO THE START OF ANY WORK m THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW. DEPENDING ON THE IMPACT TO THE 2630 N 2630 DISTRICT OR PARTNERING AGENCIES,ACHD RESERVES THE RIGHT TO MODIFY THE Q m m o REQUESTED DATES FOR THE SCHEDULED OUTAGE. CONTACT BRIAN FROBERG AT cl- °C a' � 208-941-9132 OR BRIAN THIES AT 208-484-3926 TO SCHEDULE WORK. m ~ 0 ~ ao oo m N w m o �_ 0 10. PRESERVE AND PROTECT EXISTING UNDERGROUND ELECTRICAL UTILITY DURING o ~ CONSTRUCTION. CONTRACTOR SHALL RELOCATE SAID UTILITY,AS REQUIRED,TO ALLOW COCY) OM N m L1') LL LPL CV � N OEDEN o ~ LL o m � N o � o N + C\J FOR INSTALLATION OF STORM DRAIN UTILITIES.THE CONTRACTOR SHALL COORDINATE L:L co L : LL ILL o LO W co N N 2628 0 � � 0 6, o 0 0 o rn a; o N N � J rn w 2628 WITH UTILITY AUTHORITY HAVING JURISDICTION. 00 0 M o4 coL6 � N Lu QU70 N 0 m N ,� �; N �, + ¢ c, m 11. PRESERVE AND PROTECT EXISTING WATER MAIN (SHOWN APPROXIMATELY). CONTRACTOR O CZ CD `\ ° � + co � � CO o + co J ¢ `�' ~ SHALL RELOCATE SAID MAIN,AS REQUIRED,TO ALLOW FOR INSTALLATION OF STORM w co w + J Co , + J w , a m DRAIN UTILITIES.ALL UTILITY CROSSINGS TO CONFORM WITH SEPARATION REQUIREMENTS Y a L) CIO LU a U w Q � m "' DEFINED IN THE ISPWC. SEE WATER NOTES ON SHEET C1.00 FOR MORE INFORMATION. y U o H m H m Q Q U m Cn H N � "' ~ ¢ " "' ~ ; � = "' ~ EXISTING 2626 N ~ GROUND AT 2626 STA: 6+04.36, OFF: 36.08, CENTERLINE _ _--- -_ _-- --- M = TBC EL: 2623.93 ------- ----- 0. 0% Drainage Structures: a w L_ R _ ----- - ------ ------- 0.70% �� C) UJ � i 2624 ---- -- -- ° -- � 0� 0.40° 0.40% r.4o% �� PROPOSED TOP 2624 STRUCTURE STRUCTURE CONNECTED co BACK OF CURB RT DETAILS PIPES PROPOSED TOP SDMH 6 Revisions ---- BACK OF CURB FIT 17-LF OF 12-IN PVC AT 0.40% MANHOLE PER ISPWC SD-611 INLET PER ACHD SUP SD-601 1. STA:9+17.63, 36.73 R CB 1 RIM: 2623.26 IE OUT: 2620.24 (N), 12-IN PVC CB 1 B RIM: 2625.53± SUMP: 2619.24 2622 INLET PER ACHD SUP SD-601 88-LF OF 12-IN PVC AT 0.37% SUMP: 2619.75 2622IE IN: 2620.75, 12-IN PVC (S) INLET PER ACHD SUP SD-601 SDMH 1 STA: 7+60.01, 49.35'R IE IN: 2621.32, 12-IN PVC (W) SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A 67-LF OF 12-IN PVC AT 0.93% 59-LF OF 12-IN pVC AT 1.39% RIM: 2623.48± CB 1A RIM: 2623.35 IE OUT: 2620.85 (N), 12 IN PVC IE OUT: 2620.75, 12-IN PVC (N) SUMP: 2619.85 STA: 6+33.59, 33.351R SUMP: 2620.07 � � 11 RIM: 2623.49± IE OUT: 2621.07, 12-IN PVC (N) _�_r 10-IN PVC CROSSING INLET PER ACHD SUP SD-601 2620 SUMP: 2619.83 t EXISTING WATER 2620 CB 1 B RIM: 2623.48 IE OUT: 2621.07 (N), 12-IN PVC IE IN: 2620.83, 12-IN PVC (S) CB 2A SUMP: 2620.07 IE OUT: 2620.83, 12-IN PVC (E) INLET PER ACHD SUP SD-601 SDMH 3 STA: 8+45.70, 71.91'R INLET PER ACHD SUP SD-601 CB 1A SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A RIM: 2624.35± CB 2 CB 2 RIM: 2624.65 IE OUT: 2620.77 (N), 12-IN PVC INLET PER ACHD SUP SD-601 STA: 7+60.13, 36.77'R IE OUT: 2621.85, 12-IN PVC (W) INLET PER ACHD SUP SD-601 SUMP: 2619.77 STA: 6+33.20, 38.08'R CB 1 RIM: 2623.97± 2618 STA: 9+17.82, 42.26'R 2618 INLET PER ACHD SUP SD-601 RIM: 2623.35± INLET PER ACHD SUP SD-601 SUMP: 2620.02 SDMH 5 RIM: 2624.65± CB 2A RIM: 2624.35 IE OUT: 2621.85 (W), 12-IN PVC SUMP: 2619.85 SDMH 2 STA: 6+99.62,46.84'R IE IN: 2621.02, 12-IN PVC (S) SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A IE OUT: 2620.77, 12-IN PVC (N) SUMP: 2620.85 IE OUT: 2620.85, 12-IN PVC (N) SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A RIM: 2623.26± IE OUT: 2621.02, 12-IN PVC (W) STA: LOW M 9, 37.21'R STA: 7+RIM: 2 36.59'R SUMP: 2619.24 SDMH 4 RIM: 2624.42± SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A ZONAL Ly, RIM: 2623.68± IE OUT: 2620.24, 12-IN PVC (N) IE IN: 2620.83 (S), 12-IN PVC gs N� 2616 SUMP: 2619.20 SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A SUMP: 2620.65 SDMH 1 RIM: 2623.49 IE OUT: 2620.83 (E), 12-IN PVC �F,G�STE FO r IE IN: 2620.20, 12-IN PVC (S) STA: 8+29.03, 71.44'R IE IN: 2621.65, 12-IN PVC (S) 2616 SUMP: 2619.83 IE IN: 2620.20, 12-IN PVC (W) RIM: 2624.16± IE OUT: 2621.65, 12-IN PVC (E) SUMP: 2620.78 SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A IE IN: 2620.20 (S), 12-IN PVC IE IN: 2620.20, 12 IN PVC (E) EXISTING G IOUND ELEVATION AT CENTERLINE IE IN: 2621.78, 12-IN PVC (E) SDMH 2 RIM: 2623.68 IE IN: 2620.20 (W), 12-IN PVC s, 11/16/2028 IE OUT: 2621.78, 12 IN PVC (N) SUMP: 2619.20 IE IN: 2620.20 (E), 12-IN PVC J�TE OF \0p 2614 2614 SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A IE IN: 2621.02 (S), 12-IN PVC DES W G r- o 0 o r o N o M N Ln co m N r` 0 0 0 o rn o r N co co 0 o co LL, o Co 0 ,� 0 SDMH 3 RIM: 2623.97 0 o N co � LO co ti o0 0 o o N M M Ln m IE OUT: 2621.02 (W), 12-IN PVC CO Cn co � � � : � L6 LO L6 LO L6 LO Lri LO L6 LO L6 � L6 � L6 � L6 LO L6 SUMP: 2620.02 Cn CD CO � Cm CD CD CD Cm CD Cm CD � cc � cc CIO co CM � CD � � CD CD CD � � � � � � � � CO CO � � � � � � � � � � co Project No.: 119025 = Cm N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A Date of Issuance: 11/16/2020 IE IN: 2621.78 (E), 12-IN PVC 5+50 6+00 7+00 8+00 9+00 10+00 SDMH 4 RIM: 2624.16 IE OUT: 2621.78 (N), 12-IN PVC Project Milestone: Bid Set SUMP: 2620.78 Roadway SHALLOW MANHOLE TYPE I PER ISPWC SD-615A IE IN: 2621.65 (S), 12-IN PVC Ustick Widening NOTE: THIS IS A DUPLICATE SHEET OF THE VILLASPORT PROJECT. LIMITS E SDMH 5 RIM: 2624.42 SUMP: 2620.65 IE OUT: 2621.65 (E), 12-IN PVC =a ARE CHANGED TO AREAS CONSTRUCTED AS PART OF THE EAGLE MANHOLE PER ISPWC SD-611 IE IN: 2620.75 (S), 12-IN PVC SDMH 6 RIM: 2625.53 IE IN: 2621.32 (W), 12-IN PVC C4m5O --- COMMONS AT USTICK AND EAGLE PROJECT. SUMP: 2619.75 IEOUT: 2620.75 (N), 12INPVC DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 N _ - , ; X� I \� i Sheet Notes: ..� �,�_,,, I - . THE I o STA: 502+14.55, OFF: 28.50'Ln I r - - - I I \ `r ----- 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO r� w- �- I � w TBC: 2623.76 I I STA: 502+45.55, OFF: 28.50'L I `� �' STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN TBC: 2623.50 � N ! C� - I / xI STANDARDS, IDAHO DEPARTMENT OF TRANSPORTATION AND ADA COUNTY AND _ - �, - C o C a'o 00 o o J �n J -� I I w `P� I \ ' HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR • M MX:2624 67± co 2624 O C')O C j O M O M O M O CT J M J CD_J �y C41N N C6 0 .O O - CV - . S GROUP �* I / I o \ WRITTEN APPROVAL. ° 2 U� N� N� Nr cO o� o�� N� �• No Coo t' �� ■ \ EG:2625.30 I 2.1/o p m o LL ,.:� LL `�'- `� N T cn I I CD v co 6'� k �( _ F- - mo mo mo c0�-d3 "�13 c�� I cc `V� �,l N� N� �s6' x M- o m o �'" I X \ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN M _ _ �o mo �o I I mo U_ s �� , r; rn o F- M o " �` Q APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CD Lfi + + c0 O I I I C!7 C �'C5 I--Ln �� I jjx V`1 + O + O cp T O o + o C� + C) r_ > ;5 I / CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE SS SS SS Cn ' '- I Q�'' o CB 2A + 0 0 0 0 + I I o N M `r 6' I I �' W /t 0_'j PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF o + o N O a + I c� _ Q a o I N o - � Q100 0.025 � � � a � o c,, � ,,- �, EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE aovo,o Q25=0.18 CF a "' "' "' Cn Q I 6 I `" o I SO4�� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED _ _\ I Oeesava 7-LF 0"'2-IN PVC T 0.40% Cn'- Cn `" "' AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL Cn i` UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY - NO A PART \ COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF SDMH 5 4 I \ 48-HOURS PRIOR TO DIGGING. I------ - \ 500+00 N 1 501+00 �, ® xl ,�/� 3. COMPLY WITH ALL NOTES ON SHEET C1.00 �� C0 m N Cajun L ne (private)_ �� N 502+0 503+00 co \ j 34-LF OF 12-IN PVC AT 0.40% °° 2 T ' + I --�- - 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE F CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Cn SDMH 4 END N CAJUN LANE C* USTICK ROAD WIDENING I - CONSTRUCTION THIS \ 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS W - 36"GI R - SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN SEE SHEET C4.50 FOR I o�\o Lq o p� �� Cr CD PROJECT \ NO TOLERANCES PEDESTRIAN MPS SHALL NOT EXCEED 1:12 SLOPE IN ALLOWED ABOVE THE MAXIMUM SLOPES. DIRECTION.THERE ARE CO) moi DETAILS I r � `� Tca _ 0 2 0 0 0 0 \ 4 v r o 71: o o r LL EG:2624.92 Rap FG:2624.36 0 " ` o � Ci2.60 � __-_ LI CD - - - - - - - \ Keynotes: �O Q .27± I � M 00 0 N o 0 0 o o r` I W p .9% N I_ O)N c0 7t CO U-)00 O r-O M p CD CO CD 13-LF OF 12-IN PVC AT 40% � + _+ M_+ �; + + C6 + �N N o o `\i T / \ 1. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO N N T M + M + C\J o co 6'°° ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT REPAIRS. Cn CONO O COO COO N'- NN NN NN NN N + N + NM N O N Lf) N L!) N Lf) N N O CD O CD O co O CO Np � N� v '' M m Q v Q r' `v"' ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE.ALL PAVEMENT 0°~ ¢ a "¢ "a "Q `'¢ Q L)Q o / \ MATCHES CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY I °° �� Z �Cn cCnn �°i �°i �� w� ~ I I APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY SDMH 3 STA: 503+08.45, OFF: 3 .34'R \ TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: N • PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.5 INCH (1/2") MIX, PG I B 1 B TBC: 2 23.36 � / \ 64-28. FIVE INCHES (5")THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 100=0. 8 CFS / 25" OF 6" MINUS PIT RUN. O EG:2624.85 25=0.2 CFS / \ • COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (1/2") MIX, PG-64-28 THREE INCHES (3")THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN. 0 20' 40' • USE WHICHEVER PAVEMENT SECTION IS GREATER.ASPHALT PAVEMENT Roadway-NCajun Lane (Private) REPAIR SHALL CONFORM TO ACHD POLICY AND ISPWC STANDARDS FOR IIIIII� Horizontal Scale: 1" = 20' STREET REPAIRS PER SD-303. y 2. CONSTRUCT 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701. 3. CONSTRUCT 5'WIDE CONCRETE SIDEWALK, 5 SCORE PATTERN (TYP) PER ACHD IEEE SUP SD-709 cc 4. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ACHD SUP SD-712A WITH O TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED 2632 2632 5. INSTALL R1-1 (36"x36") STOP SIGN O CAJUN LANE CONN: Sta. 500+00 - 503+80 HORIZONTAL SCALE: 1" = 20' 6. VALLEY GUTTER PER ACHD SUP SD-708. Q VERTICAL SCALE: 1" = 2' 2630 2630 G � o C O Q 0 cc Ie M W 2628 2628 co y ; o + c~� C� Q co N W CDw co 0 2626 0 2626 W o � � o N Q co + _ Cn N p CDQ M J L" OR Revisions 1 PROPOSED GRADE AT CENTERLINE w 1 Cn N 2624 - _--_ -o.78°r CD w 2624 ------___ STA: 502+40 STA: 502+60 EXISTING GROUND AT CENTERLINE RIGHT EDGE OF PAVEMENT --_ 2622 _ ----------------- -------- - -------- 2622 __ NOTE: THIS IS A DUPLICATE SHEET OF 20'RIGHT __ EDGE OF - PAVEMENT THE VILLASPORT PROJECT. LIMITS ARE 2620 SUPER TRANSITION % O ° 2620 CHANGED TO AREAS CONSTRUCTED AS PART OF THE EAGLE COMMONS AT 2618 2618 USTICK AND EAGLE PROJECT. �SZpNAL �N ��G\STE EXISTING GROUND ELEVATION AT CENTERLINE PROPOSED GROUND ELEVATION AT CENTERLINE 1 F 11/16/2028 2616 2616 'qTE OF \oP r r O 'T O co � N co O O O O r O O O CD eT ti Ln C,.) N O O Ln CT Ln ti LO Ln co � M N O r ~ CT M 00 O CD ti � N O c'� c0 co ti LO C.O �i Ln co M M M co M M N N N W.G N N N N N N M N M N M N M N M N M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CO CO CO CD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO N N N CO N O N O N CO N CO N CO N CO N CO N CO N CO N CO N CO N co N CO N CO N CO N CO CV CO N N N N N N N N N N N N CV N N N N N Plans Are Accepted For Public Street Project No.: 119025 = 500+00 501+00 502+00 503+00 503+80 Date of Issuance: 11/16/2020 Construction Project Milestone: Bid Set 3 By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway District that the plans conform to all District policies and standards. Variances or N Cajun Lane Private waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered t d Engineer of these responsibilities. BY: DATE: �� ADA COUNTY HIGHWAY DISTRICT C4m6O DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 Sheet Notes: N_% ��_1 ISLAND AND INTERSECTION CURB PER ACHD _ - 1. FOR ASPHALT PAVEMENT AREAS,ALL SYMBOLS,WORD MARKINGS, =� T H E SUP SD-701C PAINTED TRAFFIC YELLOW. CROSSWALKS,AND STOP BARS SHALL BE THERMOPLASTIC, ITEM LAND INSTALL 18"CANDLESTICKS AT EACH END MATCH EXISTING 1134.05.18.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT, ITEM . Ustick Road AND APPROXIMATELY EVERY 20-FT O.C. 1134.03.18. - G ROUP ALONG CURB STA:7+06.86 2. FOR CONCRETE PAVEMENT AREAS, PAVEMENT MARKINGS SHALL BE TAPE, 7.92'L ITEM 1134.04.18 OFF: 3. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING 6+00 7+00 8+00 9+00 10+00 PAVEMENT MARKINGS. ITEM SP-11400. 4. SIGN FACES, POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS (ITEM 1135.01.01)WILL BE FURNISHED BY ACHD. STA: 6+04.41 STA:7+16.82 STA: 8+19.72 5. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR OFF:30.1O'R 15 EDGE OF PAVEMENT. OFF: 29.01'R OFF: 31.19 R MATCH EXISTING 12 MATCH EXISTING 6. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY STA: :36 6.75 STA:7+23.28 - STA:7+ .77'R ACHD PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ACHD WITH OFF:36.60'R OFF:33.18'R T OFF:30.7TR TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. ° STA: 7+16.86 `� ® s° 7. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL /�� ° SIGNING AND PAVEMENT MARKINGS DETAILS. RIP R'UHP O/� R/W R/W OFF: 40.31'R R/W R/W _/W R/W R/ i 2 R/W / R� ----------- HP _ STA. 7+85.91 0 --- UJ 15 OFF: 37.27'R - R/W R/W --- ------------- ----- ------------------------ OHP ------ - H� R/W R/W R/W R/W R/W - -------- -- OHP ---------- �� R/W- STA: 8+31.14 STA: 8 0 4. 6 �_ LLL �, W N _ STA:7+78.14 OFF: 67.22'R ----- OFF: R/W R/W OFF:41.37'R voe0 P R4-4 (30"x42") r oRW R/W P O � R/VII R/W R/VII STA: 8+53.72 1 O° z z STA: 7+16.55 OFF: 67.12'R N m a ° W OFF: 51.60'R 3 R1-1 (24"x24") O R3-7r(30"x30") N 19 R3-2 (18"x18")0 Q R/W Pavement Marking Legend I REFER TO ACHD STANDARD TRAFFIC DETAIL TS-1112 FOR STRIPING DETAILS 0 08"BIKE LANE AT INTERSECTION (2'LINE-6'GAP) O 15 8"SOLID WHITE O CZ Roadway-Ustick Road 0 20' 40' 17 4"SOLID WHITE �■■+ y =Horizontal Scale: 1" = 20' 19 24"STOP BAR a � Sign Notes: y O 1. ROADSIDE TRAFFIC SIGN INSTALLATION (ONE METAL POST) Z O � O � o C O Q CD cc Y y F- o C � w a Lo � C)W O co 22t Revisions 1. NOTE: THIS IS A DUPLICATE SHEET OF THE VILLASPORT PROJECT. LIMITS ARE CHANGED TO AREAS CONSTRUCTED AS PART OF THE EAGLE COMMONS AT 1014 o STL USTICK AND EAGLE PROJECT. ��.�\ E F° 11/16/2028 JgTE OF \�P `DES W.G Project No.: 119025 3 Date of Issuance: 11/16/2020 Project Milestone: Bid Set 3 R.O.W. Work Roadway Ustick Road Signing & ==E Striping -�� C4m7O DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 City of Meridian Water Notes: �� _= - G G G G G G G �u G G G G G G G G G �G-� G G G G G G G G 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC I=� _ THE o DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN L AND W W W W Wu) W W W W W W W W W W W W GENERAL CONSTRUCTION NOTE N0. 1. . 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, _ - GROUP i - 815-��! �8D- - - STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE � WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SS SS SS S SS t SS S SS SS SS SS SS 'SS. _ SS SS SS SS S SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES - _ _ FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 3: - 58.01.16). 9 0- � T T T T T T T T T T T T T�\T T T T 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND \ NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE N- - - - - - 8 SD SD- - \ CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC OHP - _ - DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). -_ 10' Yn_ - - C900 R - - - - - - - - - - - - - - - - - - P - _ OHP �I - _ 6-LF 8-IN C900 - 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A R - MIN- - _ \ SS STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). 13-LF 8-IN C900 / 8 ` 3"PIRR 3"PIRR \I s 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER I I 2625 \ I USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL 3"PIRR _ COORDINATE WITH THE PUBLIC WORKS INSPECTOR. - co r' - FUTURE I I W 2 I I PAD � I �\ J FUTURE �� , ,-FUOGRE I H- GIR GIRF Sheet Notes: rn cccc "' �� _2624' I I 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, CHANNEL CROSSINGS, &SEWER a PAD PAD ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT a z co co I m I I I MATCH PLANS. W ___-- J I 13 I I ( I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE 6 113 I I I AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 13 6 EP EP EP I I I I � f IRR I I r\\ _ EP�EP en Lu _EP EP 2 CIO cca9L �\ co J o z SS ___ EP EP SS - - - - _ Keynotes. i r O) N snm O° z �- - - - I SASS -- SS ,�, - EP i/ �_ I II - - - - - - - - _ - SS- - - EP , I 1. POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2 ON THIS SHEET. 2 - w - � s ,,� 2 LLJ I - - mime z cc G' SS I I 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING-SEE WATER NOTE NO. 3 ON THIS SHEET. a N ss I ~ I I C S o v �, �n v - - 3. CONNECT TO EXISTING 12"WATER MAIN WITH 1-12"x8" (FLGxMJ)TEE,1-12"GATE VALVE (FLxMJ)AND 1-8" I z 100 U_ °` - GATE VALVE (FLxMJ). INSTALL THRUST BLOCKS PER ISPWC SD-403 _ _ 4co- - i II I 4. INSTALL 1-8"x4"x8"TEE AND 1-4"GATE VALVE WITH THRUST BLOCK 5-LF 8-IN C900 - - - _ - _ - - - I I 23-LF 8-IN C900 4-LF 8-IN C900 PIA/ - - - - _ - I I 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 a 64-LF 8-IN C900 97-LF 8-IN C900 - - - - - -\ _ I16-LF 8-IN C900 23-LF 8-IN C900 - - I 18-LF 8-IN C900 ° yy 4 I I I 6. INSTALL 2-IN WATER SERVICE, METER SETTER&VALVES PER CITY OF MERIDIAN STANDARD DETAIL W4 O - -I 55-LF 8-IN C900 _- - - - _ I I I 54-LF IN C900 I 3 - 11 i18.5-LF 6-IN C900- - - - - - - - - - - 4 D vv 65-LF F 8�IN C900 - - -_ - _ _ 7. INSTALL 8-IN TEE (MJxFL), 2-8-IN GATE VALVES (FLxMJ)AND 4-FT STUB WITH 8-IN (MJ) BLIND-FLANGE TO EP I I ® - - - - - _a - - 42-LF 8-IN C900 w - I III THE SOUTH. INSTALL THRUST BLOCKS PER ISPWC SD-403 4 2 �- \ _ c\J - w 2 / 8. INSTALL 45'8-IN ELBOW WITH THRUST BLOCK ❑ - J J g 2 15.5-LF 6-IN C900 r I _ I \ 5 \ - - - M ' z I I N 8 12 I I I I 10 9. CONNECT TO EXISTING 10"WATER REMOVE EXISTING BLOW-OFF ASSEMBLY. INSTALL 10"x 8" REDUCER, Q - - - - _I � ® ® I II 8-IN GATE VALVE&8-IN 45°ELBOW WITH THRUST BLOCK 5 I i �� M I 10. PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE ALL cc ppp I III EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION cc: a 6 I 11. INSTALL 11.25'8-IN ELBOW WITH THRUST BLOCK. CJ Q w I � � \ 13 6 _ \DO O o 12. INSTALL 1-IN IRRIGATION SERVICE WITH 3/4"METER PER CITY OF MERIDIAN DETAIL W2. INSTALLUJ Y \ \ I G G - BACKFLOW PREVENTION DEVICE -SEE LANDSCAPE PLANS FOR MORE INFORMATION. U T' II \ �6� I o \ \\ MIJ F UT \ I I I 13. INSTALL TEMPORARY 2" BLOW-OFF w/CONCRETE COLLAR PER CITY OF MERIDIAN DETAIL W12 � FL _ -X_ _ PAD \ I I w _X�X - X \SD �\ I 0 Revisions I \ \\ (N mpa & eridan - - _ _ AFL _ FLU - - - - - - - - - - I 1. - - �X Irr' ati n Di tric ) \ - - - _ F� _ _ _ X�_ 7 ��6 _ Legend: GIRR \ ❑ Q'36\GIRR 3 / FL J g 36"GIRR FL �- J \ Mi k L era - 3 'GIR 36" IRR GIRR - \ G lr = 36"GIB L , . IRR � / � � \ � I 8"w 8"WATER MAIN (OR AS NOTED) \ \ \T - - - - - - - - - - - - - - ��- I II I O / O® 2"BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 ® GATE VALVE \ T I�L0 \ \ , W I cli I I I I N I I FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 3/4"WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 M i 1� / \ \ / i II Ii I 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 w I III I UGP UI APPROVED FOR CONSTRUCT ••••••••••••• WATER SERVICE SLEEVE I I ' � I QLPE PLAN REVIEW -- � I I I I I $"w EXISTING WATER MAIN /�26 ° \ _ __ ------- - ---- / I I I I I These plans and/or specifications have been \ \ - - ---------____ w I I I I II I reviewed by a Qualified Licensed Professional O® EXISTING BLOW-OFF ASSEMBLY SS%ANAL LNG �I I I Engineer (QLPE) for compliance with IDAPA \\ I I I I I II 58.01.08 and 58.01.16 as allowed under ® EXISTING GATE VALVE I Idaho Code 39-118. If construction does not 68 a ( EXISTING FIRE HYDRANT 2 / \ it I II commence within twelve (12) months of this s 11/16/202�Q U, approval date, plans and/or specifications 8"SS- SEWER MAIN (SIZE NOTED)/ J�Te o f must be resubmitted for review. GIJ _ I I PIRR PRESSURE IRRIGATION (SIZE NOTED) � / IN, I II I DocuSignedby: I _ I Project No.: 119025 w 1162111/19/202 Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 \ f�'t'r4 i4€eer Lic. No. Date � � Construction Project Milestone: Bid Set 3 \ ° \ \ _ _2622_ \ I Keller Associates, Inc. • 208-288-1992 _ By stamping and signing the improvement plans,the Registered Engineer ensures the Utility Plans - - \ \\ - / i rn� i i I I I �I \\\ / lu \ , I I I District that the plans conform to all District policies and standards. Variances or I J I waivers must be specifically and previously approved by the District in writing. Water Plan Acceptance of the improvement plans by the District does not relieve the Registered =d Utilit Plans Water Plan 0 30' 60' Engineer of these responsibilities. a BY: DATE: ADA COUNTY HIGHWAY DISTRICT C5mOO Horizontal Scale: 1" = 30' DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`41130 _ - - v' —�- - - - - - - - - - -�_- Sheet Notes: G G G� �G L G G G G G G G G G G G G G G 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, CHANNEL CROSSINGS, &SEWER I / T H E i a ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT EAN D —W W W "' W W W W W W W MATCH PLANS. . ' � — GROUP —S�„-- — — - 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE -SS SS 'SS �S SS S SS SS ASS SS SS SS S AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY �- 4ss — E. Ustick Road - - - - _ , / EXSSMH LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. � T — EXISTING MH SS T T T T— — — — — —� — — — — �T T J, T STA: 0+00, 0.00, / 3. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C1.01 SD _ SD RIM: 2626.94± — — — — - IE IN: 2605.77, 8-IN PVC (S) 4. SEE CITY OF MERIDIAN STANDARD DRAWINGS SW1 AND SW2 — — — WMTR - — — — IE IN: 2605.44, 12-IN PVC (NW) — — — — — — — — — — — — s — sJ, IF IE OUT: 2605.43, 12-IN PVC (NE) OHP OH o \ ) X "P R \ s SS/ Water Keynotes: # I 2625_ RR / I I I, o I 1. POTABLE/NON-POTABLE WATER CROSSING-SEE WATER NOTES 2 AND 3 C5.00 43-LF OF 8-IN PVC AT 8.00° ° T 3 RR GI RR GIRR N _2624- 20'EASEMEN o 4OSSMH 03 x r i Sewer Keynotes: # W 1 SSMH 06 2 2 I w 55-LF OF 8-IN PVC AT 8.00% I I I � I 1. INSTALL STANDARD 48-IN SEWER MANHOLE PER ISPWC SD-501 � EP EP 21-LF 6-IN SS CIO 2 � � EP JP— 2EPLF 6-I� I o ° ~SSMH I04O I 2. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 cc \ o I cb 160 LF�OF 8-I TS0.60% - - - N �' I I IUJ —E�175.6°_ EP ,\�, I I 3. CORE AND RECHANNEL EXISTING MANHOLE PER ISPWC SECTION 502. INSTALL — I w L — — — 4+00 U_ SS HISS — N EP EP Fp KOR-N-SEAL BOOT. Q � I — 1 — — 3+00 _cv 127-LFOF8INPVC - -A39.5°� �k0 II I \\ 1 SSMH 05 — 1 �.,SS�55 0.45% I I Lo 4. INSTALL STANDARD 60-IN SEWER MANHOLE PER ISPWC SD-502 S — 2+00 44-L OF 8-IN PVC AT 2.90% I :Ift Z C/) 4-IN PVC SSMH 04 1 II I cc STUB IE:2615.56 I = CD W _ - - - - - - - 1 �' I o _ — — — W W W 1 — — — 65-LF OF 4-IN PVC AT 5.18% _ W - - - - - 13.46'- �� -J ® - - - - - - W 6'MIN' ca r— 1 _i I I CG Ilb I co mime E — — — 32-LF OF 4-IN PVC AT 8.00% C01 CM \ 2 I 4-IN CO PER ISPWC SD-506A cc li I I RIM: 2625.64_ LU \ I W I \ 2 IE IN: 2618.92, 4-IN PVC (S) IE OUT: 2618.92,4-IN PVC (N) G G G G CL IN, IRR 1 2 \ I co i Sewer Line A Plan Q Qo Q O 0 2628 262$ SEWER A: Sta. -0+40 - 4+80 PROPOSED GRADE UJ U HORIZONTAL SCALE: 1" = 40' AT CENTERLINE ^ Cn — VERTICAL SCALE: 1" _4' --- — ill 2624 --- ---- -------- -—— STORM ------ — — ------ r 2624 w 12-IN PVC CROSSING � EXISTING GROUND ) F YY AT CENTERLINE L PRESSURE EXSSMH FIRE SERVICE WATER SERVICE CROSSING 1�� IRRIGATION EXISTING MH WATER SERVICE CROSSING 0 CROSSING O FIRE SERVICE CROSSING STA: 0+00,0.00, Revisions CROSSING 2620 O RIM: 2626.94± 2620 1 IE IN: 2605.77,8-IN PVC (S) IE IN: 2605.44, 12-IN PVC (NW) 44 LF OF 8 IN PVC AT 2.90% IE OUT: 2605.43, 12-IN PVC (NE) 160-LF OF 8-IN PVC AT 0.60% 2616 2616 127-LF OF 8 IN PVC AT 0.45% 0 SSMH 06 1O 0 1 APPROVED FOR CONSTRUCT 48-IN DIA MH SSMH 04B �SIF QLPE PLAN REVIEW SSMH 05 48-IN MH PER ISPWC SD-501 STA:4+28.19,0.25'L p 48-IN DIA MH STA: 1+41.25,0.00 �O These plans and/or specifications have been RIM: 2623.78± STA: 2+68.36, 0.00' RIM: 2625.98± 141 2612 reviewed by a Qualified Licensed Professional IE OUT: 2616.78, 8-IN PVC (E) RIM: 2625.32± IE IN: 2615.15, 8-IN PVC (W) c9T 43-LF OF 8-IN PVC AT 8.00% Engineer (QLPE) for compliance with IDAPA IE IN: 2615.82,8-IN PVC (W) IE OUT: 2615.05, 8-IN PVC (NE) O IoON 58.01.08 and 58.01.16 as allowed under IE OUT: 2615.72,8-IN PVC (E) SSMH 04 Idaho Code 39-118. If construction does not 48-IN DIA MH 2608 STA: 0+97.74, 0.00' 2608 commence within twelve (12) months of this R+97. 7.25± 3 approval date, plans and/or specifications IE IN: 2613.79, 8-IN PVC (SW) must be resubmitted for review. IE OUT: 2613.69, 8-IN PVC (N) s�pAL S LNG ODocuSigned by: - C� SSMH 03 11621 11/19/202 2604 60-IN MH PER ISPWC SD-502 2604 1'1-2PL'EEWiIR'er Lic. No. Date 6 8 11/16/20 STA:0+42.73, 0.41'R Keller Associates, Inc. • 208-288-1992 s� Q RIM: 2627.45± J9Te OF 0 EswG� EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION IE IN: 2609.29,8-IN PVC (S)IE OUT: 2609.19, 8-IN PVC (N) AT CENTERLINE FAT CENTERLINE 2600 2600 Project No.: 119025 CID N co M �, �, � � N M Plans Are Accepted For Public Street � Date of Issuance: 11/16/2020 N C� CQC"i CV VC\J N CV N C\J� CV 'n N N tiC\J N ~C\J CV CID Co co co cfl CO cfl co co co (n CO co CID cfl CD cfl CO cfl CD cfl CD Project Milestone: Bid Set CV N N N N N CV N N N CV N N N N N CV N cV N N N Construction N Utility Plans _ 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00 -0+40 By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or Sewer Plan and Profile waivers must be specifically and previously approved by the District in writing. N=E Acceptance of the improvement plans by the District does not relieve the Registered Utility Plans Sewer Plan and Profile 0 40' 80' Engineer of these responsibilities. Horizontal Scale: 1" = 40' BY: DATE: C5m2O ADA COUNTY HIGHWAY DISTRICT ADA COUNTY RECORDER Phil McGrane 2020-075456 T t �g (� BOISE IDAHO Pp 2 BONNIE OBERBILLIG 1611 9/2 0 2"02:59 PM Pianeerl �L��rV. PIONEER TITLE COMPANY OF ADA COUNTY $15.00 6DIN6 9FYDND 3151 W.Rifleman Street Boise,ID 83704 ELECTRONICALLY RECORDED-DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No.676213 SRM/JAS WARRANTY DEED For Value Received Robert J. Knudson, Jr as Trustee of The Sun Valley Charitable Remainder Trust,UTA/D July 1,2019 hereinafter referred to as Grantor,does hereby grant,bargain,sell,warrant and convey unto Wadsworth Meridian, LLC,a Utah limited liability company hereinafter referred to as Grantee, whose current address is 166 East 14000 South 4210 Draper, UT 84020 The following described premises,to-wit: See Exhibit A attached hereto and made a part hereof, To HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee(s),and Grantees(s)heirs and assigns forever, And the said Grantor(s)does(do)hereby covenant to and with the said Grantee(s), the Grantor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to U.S. Patent reservations, restrictions, dedications, easements, rights of way and agreements, (if any)of record, and current years taxes, levies, and assessments, includes irrigation and utility assessments,(if any) which are not yet due and payable, and that Grantor(s)will warrant and defend the same from all lawful claims whatsoever. Dated: June Ro K en as r t e S ley ar' ble Remainder Trust,U/A/D July 1,2019 gy. obert .Knudsen,f Trustee State of Idaho, County of This record was acknowledged before me on L,_— y Robert J.Knudsen,Jr,as Trustee of Sun V [I ley Charitable Re n trust July 1,2019MELINDA ORRAY COMMISSION#128179 n Expires: NOTARY PUBLIC � STATE OF IDAHO EXHIBIT A A parcel of land lying in the NE'/of the NE E/,of Section 3,Township 3 North,Range I East,Boise Meridian,Ada County,Idaho,said parcel is also known as Parcel B of Record of Survey No.6418,recorded February 13,2004 as Itstrument No. 104016722,of official records,being more particularly described as follows: COMMENCING at a found brass cap marking the Northeast corner of said Section 5,Township 3 North,Range I East,Boise Meridian,Ada County,Idaho,said brass cap bears North 89039'20"East 2656.46 feet from a set 5/8" iron pin marking the North quarter corner of said Section 5,said brass cap also bears North 00°00'00"West 2611,41 feet(formerly 2611.50 feet)from a found brass cap marking the East quarter corner of said Section 5; Thence South 00°00'00"East 400.00 feet along the East boundary of the said NE%.of the NE %of Section 5 to a point; Thence North,84006'00"West(formerly North 83027'47"West and North 84004' West)51.29 feet to a set 5/8"iron pin lying on the Westerly right-of-way of State Highway 55(Eagle Road),said pin also marking the REAL POINT OF BEGINNING; Thence continuing North 84°06'00"West(formerly North 84004' West)428.70 feet to a set 5/8"iron pin; Thence North 81°54'00"West 24.72 feet to a set 5/8"iron pin; Thence North 01105'59"East(formerly North 1024'39"East 316.81 feet)319.26 feet to a found 5/8"iron pin lying on the Southerly right-of-way of Ustick Road; Thence North 89°39'20"East 452.81 feet along the said Southerly right-of-way of Ustick Road to a set 5/8"iron pin marking the right-of-way Intersection of said Ustick Road and said State Highway 55(Eagle Road); Thence South 0I°14'39"West 369.56 feet along the said Westerly right-of-way of State Highway 55(Eagle Road) to the POINT OF BEGINNING. EXCEPTING THEREFROM a parcel of land being,a portion of that tract of land as described in Warranty Deed Instrument No. 106009522,Ada County Records,said parcel being situated in the NE'/e of the NE'/,of Section 5, Township 3 North,Range 1 East,Boise Meridian,Ada County,Idaho,is more particularly described as follows: COMMENCING at the Northeast corner of said Section 5; Thence along the North line of said section North 89°44'39"West,42.45 feet, Thence leaving said section line South 01°50'34"West,25.00 feet to the Northeast corner of said tract being the POINT OF BEGINNING; Thence continuing along the East line of said tract South 01150'34"West,63.90 feet; Thence leaving said East line Notch 43054'11"West,45.83 feet to a point being 56.00 feet South of the North line of said Section 5; Thence along a line parallel with and 56.00 feet South of said section line North 89°44'39"West, 181.46 feet; Thence leaving said parallel line North 85025'46"West, 180.57 feet; Thence North 88047'15"West,58.01 feet to the West line of said tract; Thence along said West line North 0I04I'54"East, 16.45 feet to a point being 25.00 feet South of the North line of said Section 5; Thence along a line parallel with and 25.00 feet South of said section line South 89044'39"East,452.80 feet to the POINT OF BEGINNING. ��tldL CIO ADA COUNTY RECORDER Phil McGrane 2020-075457 BOISE IDAHO Pgs=36 BONNIE OBERBILLIG 06/19/2020 02:59 PM PIONEER TITLE COMPANY OF ADA COUNTY S115.00 WHEN RECORDED RETURN TO: c/o Wadsworth Development Group, LLC Attn.: Legal Department 166 E. 14000 S.,Suite 210 Draper, Utah 84020 For Information Only:Assessor Parcel No.S 1105110025 (Space above this line for Recorder's use) DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS AND GRANT OF EASEMENTS FOR EAGLE LANDING SHOPPING CENTER r Dated: �, '� , 2020. TABLE OF CONTENTS le 1. DEFINITIONS.....................................................................................................................I 1.1 Budget......................................................................................................................I 1.2 Building. ....... ..........................................................................................................2 1.3 Building Area...........................................................................................................2 1.4 Common Area..................................................... ............................................ .....2 1.5 Common Expense....................................................................................................2 1.6 Construction.............................................................................................................2 1.7 Declarants ................................................................................................................2 1.8 Development Agreement.........................................................................................2 1.9 Ground Leased Portion............................................................................................2 1.10 Ground Lessee....................... ............................................................... ............3 1.11 Hazardous Materials................................................................................................3 1.12 Improvements..........................................................................................................3 4.13 Laws.........................................................................................................................3 1.14 Lease........................................................................................................................3 1.15 Lot.. . ................................................................ .....................................................3 1.16 Management Agreement.................................................................................I........3 1.17 Intentionally Omitted...............................................................................................3 I.18 Management Fee.....................................................................................................3 1.19 Manager...................................................................................................................3 1.20 Occupant.............................. .....................__......................._....................................3 1.21 Outdoor Ground Leased Portion..............................................................................4 1.22 Outdoor Occupant Improvements.................. ........................................................4 1.23 Owner........ ........ .....................................................................................................4 1.24 Parcel........................................................................................................................4 1.25 Pro Rata Share..........................................................................................................4 1.26 Project Sign..............................................................................................................4 1.27 Shopping Center Parties....................._.._..._..............................................................4 1.28 Signs.........................................................................................................................4 1.29 Site Plan................................ .............................................................................. ...4 1.30 Subdivision Plat.......................................................................................................4 1.31 Utilities.....................................................................................................................5 2. IMPROVEMENT OF PROPERTY.....................................................................................5 2.1 Approval of Improvements......................................................................................5 2.2 Construction.............................................................................................................5 2.3 Construction Standards................................................................................... ........6 2.4 Liens........................................................................................................................6 2.5 Maintenance of Parcels............................................................................................6 3. USE.................................................................................................... .................................6 3.1 Generally..................................................................................................................6 3.2 Specific Use Restrictions........................................................................... .. .........7 3.3 Prohibited Uses...................... . ... ..........................................................................7 3.4 Drive-Thru Approval................................................ . ............................................8 i 3.5 Common Area Use.......................................................................................... 8 3.6 Parking.....................................................................................................................9 3.7 Employee Parking....................................................................................................9 3.8 Lighting. ..................................................................................................................9 3.9 Owner's Parcel.......................................................................................................10 4. COMMON AREA MAINTENANCE...............................................................................10 4.1 Manager.................................................................................................................10 4.2 Maintenance of Common Area..............................................................................10 4.3 Excluded Maintenance Areas.............. .................................................................10 4.4 Specific Maintenance Items.......................................... ........................................11 4.5 Excluded Costs.................. ...................................................................................12 4.6 Budget............................................................................................................. ..12 4.7 Specific Budget Categories....................................................................................13 4.8 Payment of Each Owner's Share of the Budget.....................................................13 4.9 Annual Reconciliation ...........................................................................................13 4.10 Books and Records; Audit.....................................................................................13 4.11 Change of Manager............................... ...... ........................................................13 4.12 Management Fee.,..................................................................................................13 5. EASEMENTS....................................................................................................................13 5.1 Ingress, Egress and Parking...................................................................................14 5.2 Utility Systems.......................................................................................................I4 5.3 Provisions Applicable to Easements......................................................................14 5.4 Fire Access................................. ..........................................................................15 5.5 Building Encroachments........................................................................................15 5.6 Emergency Exits....................................................................................................16 5.7 Restoration.............................................................................................................16 6. SIGNS.............................................................. .................................................................16 6.1 Generally................................................................................................................16 6.2 Building Signs........................................................................................................17 6.3 Pylon/Monument Signs..........................................................................................17 6.4 Purpose of Signs....................................................................................................18 7. INDEMNIFICATION AND INSURANCE......................................................................18 7.1 Indemnification....-•................................................................................................18 7.2 Liability Insurance Coverage and Limits...............................................................i8 7.3 Contractor's Insurance...........................................................................................18 7.4 Waiver of Certain Rights............................._.........................................................19 7.5 Policy Requirements................. ............................................................................19 7.6 Performance of Indemnity Agreements.................................................................19 8. DAMAGE OR DESTRUCTION.......................................................................................20 9. EMINENT DOMAIN........................................................................................................20 9.1 Owner's Right to Award........................................................................................20 9.2 Collateral Claims ...................................................................................................21 9.3 Occupant Claims....................................................................................................21 9.4 Restoration of Common Area................................................................................21 ii 9.5 Restoration of Improvements.................................................................................21 10. TAXES.................. . .......................................................................................................21 11. ENVIRONMENTAL LIABILITIES........................... . .................................................22 12. DEFAULT.........................................................................................................................22 12.1 Right to Cure; Past Due Sums...............................................................................22 12.2 Injunctive Relief................. ...................................................................................24 12.3 Breach Shall Not Permit Termination....................................................................24 12.4 No Limitation of Remedies....................................................................................24 13. NOTICES...........................................................................................................................24 14. ATTORNEYS' FEES........................................................................................................25 15. DURATION............................................................... ............................... .......................25 16. MODIFICATION..............................................................................................................25 17. GENERAL PROVISIONS................................................................................................25 17.1 Accuracy of Recitals............... ..............................................................................25 17.2 Not a Public Dedication.........................................................................................25 17.3 Severability............................................................................................................26 17.4 Pronouns................................................................................................................26 17.5 Captions............................................................................................................ ....26 17.6 No Partnership.......................................................................................................26 17.7 Governing Law......................................................................................................26 17.8 No Presumption.....................................................................................................26 17.9 Run With Land......................................................................................................26 17.10 Estoppel Certificate................................................................................................26 17.11 Contractual Obligations.........................................................................................27 17.12 Force Majeure........................................................................................................27 17.13 Consent and Approvals....................................................................... ..................27 17.15 Successors and Assigns......................................,...................................................28 iii DECLARATION OF COVENANTS CONDITIONS AND RESTRICTIOXS AND GRANT OF EASEMENTS FOR EAGLE LANDING SHOPPING CENTER THIS DECLARATION OF COVENANTS,CONDITIONS,AND RESTRICTIONS AND GRANT OF EASEMIF1TS FOR EAGLE LANDING SHOPPING CENTER(the"Declaration"} is made as of the /5` day of , 2020 (the '%ffective Date") by Wadsworth Meridian, LLC, a Utah limited 1i ility company, and/or its assigns ("Wadsworth," or, sometimes,the"Declarant") in contemplation of the following facts and circumstances: A. Wadsworth is the owner of certain real property in the City of Meridian (the "City"), County of Ada, State of Idaho, as more particularly described on Exhibit A (the "Shopping Center") and depicted on the current site plan for the Shopping Center on Exhibit B (the"Site Plan"), both attached hereto and incorporated herein by this reference. B. The Declarant intends to develop and operate the Shopping Center as a commercial retail shopping complex, and as a framework for such development, the Declarant wishes to impose certain easements upon the Shopping Center, and to establish certain covenants, conditions, and restrictions with respect to the Shopping Center, for the mutual and reciprocal benefit and complement of the Shopping Center and the present and future owner and occupants thereof, on the terms and conditions hereinafter set forth. NOW, THEREFORE, for and in consideration of the foregoing, and the terms and conditions set forth herein, and other good and valuable consideration, the Declarant hereby declares, adopts, establishes and imposes the following easements, covenants, conditions, and restrictions which shall be applicable to the Shopping Center, and hereby declares that the Shopping Center shall be held, transferred, improved, sold and conveyed subject to the following covenants,conditions,restrictions and easements,which are for the purpose of protecting the value and desirability of the Shopping Center, and which shall run with the land and shall be binding upon, and inure to the benefit of,all the Parcels (defined below)comprising the Shopping Center and all parties having rights, title or interest in or to the Shopping Center or any part thereof, and their heirs, successors, and assigns. By accepting the transfer or conveyance of title to, or any leasehold interest in,any Parcel within the Shopping Center,such transferee accepts and agrees to the terms and conditions of this Declaration and shall have a privity relationship with the Declarants under this Declaration. 1. DEFINITIONS. 1.1. 'Budge . "Budget" means the budget for each calendar year for project Common Expenses to be prepared and distributed to Owners and Occupants as set forth in this Declaration. Depending on the date Common Expenses shall be first incurred, the initial Budget may be for a partial calendar year. I 1.2. Buildin "Building" means any structure constructed in the Shopping Center intended for occupancy and use of customers of the Shopping Center, excluding Outdoor Occupant Improvements. 1.3. Budding Arca. "Building Area" means the specific areas of the Shopping Center within which Buildings may be constructed, placed, or located. Building Areas are designated on the Site Plan by the building limit lines shown thereon. 1.4. Common Area. "Common Area" means all portions of the Shopping Center not shown as a Building on the Site Plan, including all parking areas, drainage facilities, detention/retention basins, and all Improvements located on any portion of the Common Area, 1.5. Common Expense "Common Expense" means any and all costs and expenses incurred in the ownership, operation and maintenance, including refurbishment, of the Common Area and improvements located thereon but excepting Outdoor Occupant Improvements. 1.6. Construction. "Construction"means the following,without limitation: (a) the initial construction,renovation,remodeling,installation,erection or expansion of any Building, structure, Signs or other Improvements, including utility facilities; (b) the demolition or destruction,by voluntary action,of any Building,structure or other Improvements;(c)the grading, excavation, filling or similar disturbance to the surface of the land including, without limitation, change of grade, change of ground level, change of drainage pattern; (d) landscaping, planting, clearing or removing of trees, shrubs, grass or plants; (e) the construction, installation, erection, placement or expansion of any temporary or other nonpermanent structure,improvement or facility such as, without limitation, any tent, shed, trailer, or outdoor storage area or facility; and (f) any change or alteration of any previously approved Improvement to property including any change of exterior appearance,color or texture. 1.7. Declarantfsl. The terms "Declarant" and"Declarants"shall each have the definition given it in the first paragraph of this Declaration, provided that upon any sale, conveyance or transfer of a Declarant's entire property within the Shopping Center, the rights and obligations of the transferring Declarant under this Declaration shall terminate (subject to any provision to the contrary herein)and the new owner of such property shall become a Declarant. If a Declarant transfers only a portion of such property, such Declarant remains a Declarant, and a purchaser of a portion of a Declarant's property does not become a Declarant. Provided, at such time that Wadsworth no longer owns any property within the Shopping Center, then the Owner which owns,on a land square footage basis,the largest amount of property in the Shopping Center, shall automatically become the Declarant hereunder. 1.8. Development Agreement. "Development Agreement" shall mean the Development Agreement, if any, between the Declarant and the City as amended from time to time,regarding development of the Shopping Center property as recorded at the Salt Lake County Recorder's Office. 1.9. Ground Leased portion. "Ground Leased Portion"means any portion of the Shopping Center subject to a ground lease. 2 1.10. Ground Lessee. "Ground Lessee" means any person or entity who has entered into a ground lease agreement with an Owner for any portion of the Shopping Center. 1.11. Hazardous Materials. "Hazardous Materials" means any substance or material which is defined as or included in the definition of"hazardous substances", "hazardous wastes", "hazardous materials", "extremely hazardous waste", "acutely hazardous waste's", "restricted hazardous waste", "toxic substances", or "known to cause cancer or reproductive toxicity" (or words of similar import), petroleum products (including crude oil or any fraction thereof) or any other chemical, substance or material which is prohibited, limited or regulated under any federal,state or local law,ordinance,regulation,order,permit,license,decree, common law, or treaty now or hereafter in force regulating, relating to or imposing liability or standards concerning materials or substances known or suspected to be toxic or hazardous to health and safety,the environment or natural resources("Environmental Law"). 1.12. Improvements. "Improvements" means any and all Buildings, asphalt paving, parking areas, driveways, entries, curb, gutter, sidewalks, Signs, Project Signs, Outdoor Occupant Improvements, storm water detention facilities, utility lines of all descriptions and all other improvements constructed or installed in the Shopping Center, 1.13. Laws. "Laws" means all applicable federal, state and local (whether city, City, county or otherwise) laws, rules, ordinances, codes and regulations of every governmental body having jurisdiction over the Shopping Center, including Environmental Law. 1.14. Lease. "Lease"means any lease,sublease, ground lease, rental agreement, license, concession or other arrangement or agreement, however denominated, which grants a party the right to occupy a Building or a portion of a Building located in the Shopping Center,or any Ground Leased Portion. 1.15. Lot. "Lot" means a specifically described portion of the land comprising the Shopping Center which constitutes a legal parcel as shown on the Subdivision Plat. The designation of a Lot by a number shall refer to the Lot numbers set forth on the Subdivision Plat. 1.I6. Management Agreement. "Management Agreement" shall have the meaning given to it in Section 4.1 below. 1.17. Intentionally Omitted. 1.18. Mana Mment Fee. "Management Fee" shall have the meaning given to it in Section 4.12 below. 1.19. Manager. "Manager" means the party selected by the Declarant pursuant to Section 4.1 and who is responsible for the maintenance and operation of the Common Area as provided in this Declaration. 1.20. Dccupant. "Occupant"means any person,corporation,partnership, limited liability company or any other entity,public or private,that is entitled from time to time to occupy any portion of the Shopping Center,whether as an Owner,tenant, lessee,Ground Lessee, licensee, 3 invitee or other status, and whether under an ownership right, Lease, sublease, rental agreement, license, easement, concession or other arrangement or agreement, however denominated. 1.21. Outdoor Ground Leased Portion. "Outdoor Ground Leased Portion" means a Ground Leased Portion excluding any Building located on such Ground Leased Portion. 1.22. Outdoor Occupant,Improvements. "Outdoor Occupant Improvements" means any improvements constructed or located in the Shopping Center used exclusively by the patrons,customers or invitees of an Occupant of Building,such as service facilities or any drive- up or drive-through customer service facilities. Service facilities shall include, by way of illustration and not of limitation,dock and loading areas; dumpster enclosures; trash compactors and related facilities (excluding "Trash Receptacle(s) (as defined below)); cart collection enclosures; customer pick-up, ATM, teller window or other service areas and the accompanying driveways to access such facilities;canopies;patios;sitting or eating areas;and other such facilities located adjacent to or used in connection with a specific Building. All such facilities shall be deemed to be part of the premises occupied pursuant to the Lease applicable to the Building. 1.23. Owner. "Owner"means any person or entity then having a fee record title ownership interest to a Parcel in the Shopping Center and applies to each Declarant. 1.24. Parcel. "Parcel" means each legal Lot within the Shopping Center, as depicted on the copy of the Subdivision Plat. 1.25. Pro Ra.ta Share. "Pro Rata Share" means an Owner's share of Common Expenses which shall be a fraction,the numerator of which is the square footage of each Building on an Owner's Parcel, and the denominator of which is the total square footage of the Buildings within the Shopping Center, or any such other method as determined by Manager in its sole and reasonable discretion. 1,26. Project Sign. "Project Sign"means any and all pylon or monument sign(s) placed or constructed within the Shopping Center which advertise(s) either the Shopping Center generally or multiple Occupants of Buildings in the Shopping Center. 1.27. Shoaping Center Parties. "Shopping Center Parties" means the customers, invitees, licensees,contractors,agents and employees of an Owner or Occupant. 1.28. Signs. "Signs" means any pylon, monument or exterior building sign placed or constructed within the Shopping Center or upon any Building within the Shopping Center and any signs visible through any window or otherwise from the exterior of any Building. 1.29. Site Plan. "Site Plan" means the general depiction of the improvements which are to be constructed upon the real property described on Exhibit A and which shall be the Shopping Center. The Site Plan attached as Exhibit B shall be a current general depiction of improvements for general identification and administration of the Shopping Center, as amended from time to time by Declarant pursuant to Section 16. 1.30. Subdivision flat. "Subdivision Plat" means the subdivision plat for Shopping Center, as same shall be recorded in the official records of the Ada County Recorder's 4 Office for the State of Idaho. Notwithstanding the foregoing, a copy of the final proposed Subdivision Plat is attached as Exhibit C attached hereto and incorporated herein by this reference. 1.31. Trash Receotacle(s). "Trash Receptacle(s)" means any trash receptacle structure constructed and/or placed in the Shopping Center intended and/or designated by Declarant for the non-exclusive use by the Occupants of the Shopping Center, excluding Outdoor Occupant Improvements. 1.32. Utilities. "Utilities"shall include without limitation, gas, electricity, storm and sanitary sewer,domestic water,fire sprinkler services, irrigation water and telephone services. 2. 1WROVEIVIENT OF PROPERTY. 2.1. Approval of Im rovem nt$. Except as shown on the attached Site Plan, no Improvements may be constructed within the Shopping Center without the prior review and written approval of the Declarant. If any Owner desires to construct or place any Improvements within the Shopping Center, such Owner shall provide preliminary plans and exterior elevations for such Improvements and a site plan showing the location of such Improvements to the Declarant for review and approval. All Buildings in the Shopping Center shall be designed so that the exterior elevation of each Building will be architecturally and aesthetically compatible with the others, including the height, color, materials, design and architectural theme (including Signs located thereon) as reasonably determined by the Declarant. In addition, the Declarant shall approve the location, footprint, and height of any Buildings and other Improvements constructed within the Shopping Center, which approval shall be subject to the Declarant's sole and absolute discretion. Except to the extent expressly provided otherwise in a Lease or other separate written agreement with any Occupant, Exterior Signs or Signs within a Building which are visible from the exterior of such Building, shall be subject to the review and approval of the Declarant, which approval shall not be unreasonably withheld or delayed, and which shall include, without limitation, review and approval of the size, design, materials, color, location, duration of time to be displayed, and copy of text of Signs. Any Signs within a Building which are not visible from the exterior of such Building shall not require the approval of the Declarant. The Owner of the Parcel upon which a Building and/or Outdoor Occupant Improvements are to be constructed,shall pay or cause to be paid, any and all costs and expenses incurred in the design, permitting, entitlement, and construction of such Building and/or Outdoor Occupant Improvements. 2.2. Construction. All Construction must be diligently prosecuted to completion,shall be performed in a workmanlike manner and in accordance with the requirements of all governmental authorities having jurisdiction over such work and shall be performed in a manner that does not unreasonably interfere with the operations of any business within the Shopping Center. As applicable, staging of Construction, including on-site trailers, shall be accomplished in a manner an in those areas within the Shopping Center as specifically identified by Declarant and as otherwise specifically provided herein. If an Owner or an Occupant commences Construction or exterior remodeling of a Building within the Shopping Center, but such Construction or exterior remodeling ceases prior to the completion of the Building for a period exceeding thirty (30)days, the Manager may take such action as it reasonably determines to be in the best interest of the Shopping Center and its customers, including the construction of a barricade around such Building; provided that the Manager shall follow any reasonable action 5 directed by a Declarant upon whose Parcel the Building is located. Upon completion of any such work by the Manager, the Owner upon whose Parcel the Building is located shall reimburse the Manager upon demand for all amounts expended in connection with such work. in the event such Owner fails to so reimburse the Manager,the Manager shall have the lien and other rights set forth in Section 12. 2.3. Construction Standards. All other Buildings constructed in the Shopping Center shall be constructed to comply with all governmental requirements which arise by reason of such use of the Buildings to be constructed. 2.4. Liens. No Owner or Occupant shall permit a mechanic's or materialmen's lien to be filed against any Parcel or any portion thereof in the Shopping Center as a result of work performed on,or materials provided to,any other Parcel in the Shopping Center. In the event any such liens are filed against any such Parcel or portion thereof, the Owner of the Parcel on which such work was performed or for which such materials were provided shall immediately take the necessary steps to have such lien released. In the event the Owner of the Parcel for which such work was performed or for which such materials were provided fails to so remove or release such lien against the other Owner's Parcel, and the Owner of the Parcel against which the lien is filed incurs any expenses, damages or costs, including attorneys' fees, in connection with or relating to releasing such lien,the Owner of the Parcel for which such work was performed or for which such materials were provided shall promptly reimburse all such costs, fees and expenses. Failure to reimburse such costs, fees and expenses shall provide the Owner to be reimbursed with the lien and other rights set forth in Section 12. 2.5. Maintenance of Parcels. The Declarant may develop and construct the Shopping Center in phases. After the initial construction of the parking area and drive aisles servicing the Shopping Center, all portions of each Parcel shall be free of weeds,dust and debris, and otherwise adequately maintained. Unless performed by the Manager pursuant to Section 4, each Owner shall maintain and repair, or shall cause to be maintained and repaired, their own Parcels (including the Common Area located thereon) in a first class condition and shall keep, or cause the same to be kept, in good condition and repair. Each Owner shall be responsible for the Construction, maintenance and/or repair of any Buildings located on such Owner's Parcel, and costs and expenses related to such Construction, maintenance and/or repair shall be the sole cost and expense of such Owner. Costs and expenses incurred in the maintenance and repair of Improvements which constitute Common Area(excepting Outdoor Occupant Improvements)shall be allocated among all Owners pursuant to Section 4. 3. USE. 3.1. Generally. The Shopping Center is to be used only as a commercial shopping center, including retail businesses for the sale of merchandise, the preparation of food for on-site and off-site consumption, general business, medical or other office uses, delivery or performance of services to customers as permitted by this Declaration, applicable zoning requirements and such other uses permitted by Laws applicable to the Shopping Center. It is provided, however, that the Shopping Center shall not be used for the Construction of Buildings and other Improvements which are in violation of the restrictions set forth in Section 3.2. Each Parcel shall be used only for lawful purposes and in conformance with all Laws, including,without 6 limitation, zoning and land use laws and ordinances, parking ratios, use, building height and setback requirements, landscaping, etc. No Parcel shall be used in any manner so as to constitute a nuisance, and no Owner of any Parcel shall permit the accumulation of unsightly trash or debris. The Manager shall have the right from time to time to post and promulgate reasonable rules and regulations for the Shopping Center,which shall be uniformly enforced against all the Owners and Occupants. The obligations set forth above shall be a restriction running with the land and shall not be affected by the status of any Owner that would otherwise exempt such Owner from complying with any municipal Laws. 3.2. Intentionally Omitted. 3.3 Prohibited Uses. No use shall be permitted in the Shopping Center which is inconsistent with the operation of first-class mixed use development. Without limiting the generality of the foregoing, the following uses shall not be permitted: (i) An operation primarily used as a storage warehouse operation and any assembling, manufacturing, distilling, refining, smelting, agricultural or mining operation. (ii) Any mobile home park, trailer court, labor camp,junkyard, or stockyard; provided, however, this prohibition shall not be applicable to the temporary use of construction trailers during periods of construction,reconstruction or maintenance. (iii) Any dumping, disposing, incineration or reduction of garbage; provided, however, this prohibition shall not be applicable to garbage compactors located near the rear of any Building. (iv) Any fire sale, bankruptcy sale (unless pursuant to a court order)or auction house operation. (v) Any bowling alley or skating rink. (vi) INTENTIONALLY OMITTED. (vii) Any mortuary or funeral home. (viii) Any establishment selling or exhibiting pornographic materials or which sells drug-related paraphernalia or which exhibits either live or by other means to any degree, nude or partially clothed dancers or wait staff or similar establishments. (ix) Any flea market,and (x) Any gambling facility or operation,including but not limited to: off-track or sports betting parlor; table games such as blackjack or poker; slot 7 machines, video poker/blackjack/keno machines or similar devices; or bingo hall. Notwithstanding the foregoing, this prohibition shall not be applicable to government sponsored gambling activities or charitable gambling activities,so long as such activities. 3.4. Drive-Thru Approval A restaurant or other Building utilizing a vehicular drive-up or drive-through for customer service shall be located in the Shopping Center only in locations designated on the Site Plan or as otherwise approved by the Declarants, which approval shall not be unreasonably withheld,as to the location,parking and drive lanes of such facility_ The review of drive-up and drive-through facilities by the Declarant is not intended to prohibit drive- up and drive-through facilities, but is intended to insure that the location, layout and stacking for such drive-up and drive-through facilities does not negatively affect the access, driveways, circulation and parking for the Shopping Center. 3.5. Common Area Use. The Common Area shall be used for pedestrian and vehicular access and ingress to, circulation and traffic and parking within; and egress from the Shopping Center by Owners, Occupants and their respective Shopping Center Parties solely for and in relation to the commercial purposes of the Owners and business Occupants of the Buildings, including the servicing and supplying of such businesses. In addition, the Common Area may be used: (i) on a temporary basis as a staging area in connection with the Construction and repair of any Buildings and/or Common Area in the Shopping Center so long as such use does not occupy more area than is reasonably required nor unreasonably restrict access to and from or the conduct of business within the Buildings in the Shopping Center or access to and from the adjacent streets; (ii) in connection with the construction, maintenance and repair of Utility Systems (defined in Section 5.2 below), so long as such activity is undertaken in strict compliance with the requirements of Section 5.2; and (iii) for any other use required by Law. The parking portion of the Common Area shall be available for use by all Owners, Occupants, and their respective Shopping Center Parties and no person shall otherwise limit the use or availability of such portion for use,or the access to or from such portion,by such users except as permitted by this Declaration. No person other than Owners, Occupants and their respective Shopping Center Parties shall be permitted to use and/or park in the Common Area. Without the written permission of each Declarant, Owner and Occupant of all Buildings, no person, Owner, or Occupant may use the Common Area for(i) any purpose not related to or in furtherance of the commercial purposes of the Owners or business Occupants of the Buildings, including, without limitation, "park and ride" use or the like;(ii)advertising any business not part of the Shopping Center(other than advertising which is incidental to the permitted use of the Common Area by Owners, Occupants and their respective Shopping Center Parties), including, without limitation, parking a vehicle on the Common Area repeatedly, overnight, or for an extended period of time with the primary purpose of advertising a business not part of the Shopping Center; or(i)conducting business from a kiosk or vehicle, including,without limitation,a"food truck". Except as specifically provided otherwise in this Declaration, no Building or structure may be placed, erected or constructed within the Common Area. No Owner or Occupant shall construct any fence or other barrier along any property line or otherwise impede or restrict the flow of pedestrian and vehicular traffic through the Common Area. Such restriction shall not be applicable to landscape islands and other traffic control devices shown on the Site Plan. Each Declarant, and each Owner with the approval of each Declarant and subject to the modification terms of Section 16, shall have the right to reconfigure the Common Area located on its property,provided however,any such reconfiguration 8 must be made pursuant to a modified Site Plan approved by the City in accordance with applicable City haws and the Development Agreement. The Manager shall have the right to permit specific and/or exclusive uses of the Common Area for the benefit of one or more tenants or as required by law. 3.6. Park-in a. The number of parking spaces and the drive aisles maintained on each Parcel and the size and configuration thereof shall be as depicted on the Site Plan and approved by the Declarant, and shall at all times maintain the minimum numberofparking spaces required by City Laws and the Development Agreement for the Shopping Center. Any change to the parking configuration or the drive aisles in the Shopping Center shall require the prior written approval of the Declarant,and evidence from the Owner seeking the change that either(i)the City has approved or will approve such change, including any resulting or associated changes to landscaping or site-related improvements;or(ii)the change complies with all applicable City Laws and the Development Agreement. No such approval shall be deemed granted unless evidenced by an amendment to this Declaration, which amendment shall be duly recorded in the official records of Ada County, Idaho. Such amendment shall attach and incorporate an amended Site Plan approved by the City showing the reconfiguration of the parking spaces or drive aisles, as the case may be. The Declarant may withhold their approval of the reconfiguration of parking or drive aisles for any reason or for no reason in its sole, subjective discretion. There shall be no charge or other validation for parking in the Common Area. The Manager, in its discretion, may authorize the designation of a limited number of parking stalls adjacent to a Building for use by designated customers such as those picking up take-out orders or expectant mothers. No private agreements or arrangements shall be entered into or made by Declarant, Owners and/or Occupants,and their agents, successors or assigns, which would encumber or restrict available parking for any given Parcel or the Shopping Center to less than the minimum number of parking spaces required by applicable City Laws and the Development Agreement. 3.7. Emo[o_v_ee„Parking. Specific areas within the Common Area of the Shopping Center to be used for motor vehicle parking purposes by employees of Occupants of the Shopping Center may be designated from time to time by the Manager. In the event employee parking areas are designated as provided herein, employees of any Owner or Occupant of any Building in the Shopping Center shall use only those portions of the Common Area so designated for such employee motor vehicle parking purposes. The authority herein granted shall be exercised in such manner as not to discriminate against any Owner or Occupant in the Shopping Center, 3.8. Lightin . Subject to applicable Law, artificial lighting for the Common Area and any Outdoor Ground Leased Portion shall remain on during all hours of darkness while a majority of the businesses in the Shopping Center are open for business. The costs and expenses of such lighting for the Common Area (the "Common Area Lighting Expense"), including the cost of maintenance and replacement of light fixtures and related equipment, shall be included as a Common Expense, and the costs and expenses of such lighting for any Outdoor Ground Leased Portion shall be borne by the applicable Ground Lessee. All Occupants shall be responsible to ensure that security lights or other lighting required by governmental authority remain ilium inated as desired by each Occupant or as required by applicable governmental requirement, if any. 3.9. Trash Receptacles}. Each Owner, as grantor with respect to its Parcel, hereby grants to each other Owner,as grantee, for the benefit of each such grantee Owner and its 9 Parcel, without the necessity for further documentation, a non-exclusive easement appurtenant to the Parcel owned by the grantee Owner, through and across the Parcel owned by the grantor Owner, for the purposes of ingress and egress to and from, and for the use of, each Trash Receptacle located on the grantor Owner's Parcel.Provided, by its use ofa Trash Receptacle,such grantee Owner agrees to deposit all rubbish,garbage and/or refuse of any kind entirely within the Trash Receptacle, to keep the surrounding area in a clean and sightly condition, and to not unreasonably interfere with the grantor Owner's use of its Parcel. 3.10. Owner's Parcel. The Owner of each Parcel shall use and cause the Common Area on its Parcel to be used exclusively for the uses specified herein and in such manner as will not unreasonably interfere with the primary purpose of the Common Area, which is to provide for parking and access for the Owners, Occupants, and their respective Shopping Center Parties, and for the servicing and supplying of such businesses. There shall be no sale or display of merchandise of any kind in any portion of the Common Area, any Outdoor Ground Leased Portion, or on any sidewalk adjacent to any Building without the prior written consent of the Manager, which may be granted or withheld in the Manager's sole and subjective discretion. 4. COMMON AREA MAINTENANCE, 4.1. Manager. The Shopping Center shall be managed by a Manager jointly selected by the Declarant. The terms and conditions for the service of the Manager and the compensation to be paid to the Manager shall be set forth in a written agreement between the Manager and the Declarant (the "Management Agreement"). Except for matters specifically set forth in a Lease, the Manager shall have the right to direct the use and occupancy of the Shopping Center. 4.2. Maintenance of Common Area. The Manager shall maintain, operate, repair and replace or cause to be maintained, operated, repaired and replaced, the Common Area (subject to Section 4.3)in good order in an economical and efficient manner,consistent with good shopping center management practices prevailing in the metropolitan area where the Shopping Center is located for retail shopping centers of similar age and character, and in full compliance with all applicable Laws. Notwithstanding anything to the contrary herein, any Owners or Occupants granted a specific and/or exclusive use of a portion of the Common Area by the Manager pursuant to Section 3.4 shall keep such portion in clean and orderly condition free of all refuse. The Manager shall use commercially reasonable efforts to operate and maintain the Common Area in accordance with the final approved Budget. Such maintenance obligations shall be performed at the Manager's expense but shall be a Common Expense and subject to reimbursement as set forth in this Section 4. 4.3. Excluded Maintenance Areas. Maintenance responsibilities of the Manager shall not include the maintenance or insurance of Outdoor Occupant Improvements or any Ground Leased Portion(unless and except to the extent provided otherwise in a Lease between Declarants and a Ground Lessee), and each Owner of a Parcel containing Outdoor Occupant Improvements or constituting a Ground Leased Portion shall be responsible to maintain and insure such facilities in good and clean condition and repair and in a quality and condition comparable to the quality and condition of the maintenance of the Common Area required by this Section 4. 10 4.4. S ecific Maintenance Items. Maintenance of the Common Area shall include, by way of illustration and not of limitation, the items listed in this Section below. Any and all costs and expenses which shall be incurred in the operation and maintenance of the Common Area, including the items listed below, shall be a Common Expense(unless and except to the extent provided otherwise in a Lease between Declarant and any Occupant). Notwithstanding anything to the contrary herein, maintenance of the Common Area by the Manager excludes maintenance of Outdoor Occupant Improvements. (a) Maintaining all paved surfaces of the Common Area(including the public sidewalks along public streets) in a level, smooth evenly-covered condition and cleaning, sweeping, restriping, repairing and resurfacing the Common Area as needed with the type of surfacing material originally installed or such substitute as shall in all respects be equal or superior in quality, use and durability. (a) Removing all papers, debris, filth and refuse, ice and snow and thoroughly sweeping the Common Area to the extent reasonably necessary to keep the Common Area in a clean and orderly condition. (b) Installing, placing, maintaining, repairing, and replacing any appropriate directional signs,curb stops,roadway markers,and parking stall lanes or other striping, including the repainting and refurbishment of such devices as required. (c) Operating, repairing,and replacing, where necessary, such artificial lighting facilities as shall be reasonably required. (d) Maintaining all landscaped areas and repairing automatic sprinkler systems or water lines and replacing shrubs and other landscaping as necessary. (e) Maintaining the structural components of all Project Signs. (f) Maintaining and repairing any and all fire loop lines or other fire protection devices,walls and fences,common storm drains, utility lines,sewers, irrigation systems and other utility systems and services which are located on, under or upon the Common Area, which are necessary for the operation and maintenance of the Common Area improvements. (g) Keeping the Common Area free from obstructions not required or permitted hereunder, including, without limitation, obstructions caused by the sale or display of merchandise outside the exterior walls of the Buildings located within the Shopping Center. (h) Employing all necessary personnel,contractors, subcontractors, the Manager and other persons required for operation and maintenance of the Common Area; provided, however, the employment of any personnel to provide security for the Common Area shall require the prior written consent of each Declarant. (i) Cleaning, maintaining and repairing all sidewalks, including those situated on the perimeter or outside the boundaries of the Common Area which are customarily maintained by property owners adjoining such sidewalks. II 0) Obtaining and maintaining a commercial general liability insurance policy insuring the Manager,the Declarants and the Owners,all as named insureds,against claims for personal injury, bodily in death and property damage occurring on, in or about the Common Area with a"Combined Single Limit" (covering personal injury liability, bodily injury Iiability and property damage liability) of not less than Two Million Dollars($2,000,000.00)for total claims for any one (1) occurrence. The insurance limits in this section shall be subject to increase from time to time by such amounts as the Manager and the Declarants may deem are reasonable, as may be evidenced by the practice of similarly situated shopping centers. (k) Such other actions as shall be required from time to time to cause the Common Area to be maintained in clean, first class condition. 4.5 Excluded Costs. Common Expenses shall not include the following: (a) merchants association costs and expenses; (b) advertising and promotional costs and expenses incurred by any individual Occupant; (c) garbage collection costs and expenses for individual Occupants of Buildings located in the Shopping Center; (d) carrying costs and penalties related to unpaid bills for Common Expenses which had been in possession of the Manager for more than twelve(12)months; and (e) any costs of constructing, installing, operating, maintaining and repairing Outdoor Occupant Improvements. 4.6. IAi( t WWinama%xihlctitneprior thecomrn�ixmmtof;=hcaleixl-,ir3.tnr.theMark%utT may submit to the Declarant and all Owners and Occupants required to pay a Pro Rata Share of Common Expenses, a proposed Budget, for all Common Area maintenance and insurance expenses to be incurred during the following calendar year(the "Maintenance Services'). Decisions regarding parties to provide Maintenance Services to the Shopping Center may include factors other than price, including prior experience with vendor, local reputation of vendor or competing vendors, etc., in the exercise of the commercially reasonable judgment of the Manager provided that the Manager shall undertake to obtain the Maintenance Services at a commercially reasonable price. If the Manager determines that the Common Expenses for a calendar year will vary from the amounts set forth in the Budget, the Manager may, by notice to the Declarant and Owners and Occupants required to pay a Pro Rata Share,revise the Budget for such year,and each Owner or Occupant shall pay the accrued difference between the original and the revised Budgets within fifteen(15)days after receipt of the revised Budget,and thereafter pay the revised amount. During the initial operating stages of the Shopping Center, which may be prior to the commencement of a full calendar year, the Manager will provide a Budget to those Owners and Occupants obligated to pay Common Expenses for a portion of,but less than, a full calendar year. 4.7, Intentionally Omitted. 12 4.8. Payment of Each Owner's Share of the Bud et. Each Owner shall pay, or cause to be paid, the Manager one-twelfth (1/12) of its Pro Rata Share of the Budget to the Manager on or before the tenth (101h) day of each calendar month for the ensuing calendar year. An Owner's Pro Rata Share of Common Expenses as set forth in the Budget for any fractional calendar month shall be prorated and paid on or before the first day of the first full calendar month following such fractional month. 4.9. Annual Reconciliation. Within a reasonable time after the end of each calendar year, the Manager shall deliver to Declarants and each Owner a written itemized statement ("Annual Statement") showing the amount of the actual Common Expenses for the preceding calendar year, the amount paid by such Owner toward Common Expenses during the preceding calendar year, and any amounts due from such Owner to the Manager for such Owner's Pro Rata Share of such Common Expenses and/or any amounts due from the Manager to such Owner (in either case, the "Reconciliation Share"). Any Reconciliation: Share due from the Manager to an Owner shall accompany such Annual Statement. Any Reconciliation Share due from an Owner to the Manager shall be paid within thirty(30) days after receipt by such Owner of the Annual Statement. Upon request,the Manager shall provide any Owner copies of all bills, payment applications, invoices for Common Area maintenance performed, receipts for Common Expenses paid, and other reasonable supporting documentation, including the calculation of such Owner's Pro Rata Share with a breakdown of the square footage of the Buildings in the Shopping Center. Unless an Owner raises any objections to an Annual Statement within thirty (30) days after receipt of the same,the Annual Statement shall conclusively be deemed correct and accepted by the Owner. If an Owner does timely object to an Annual Statement,the Manager and the Owner shall negotiate in good faith to resolve any disputes. Any objection of an Owner to an Annual Statement and resolution of any dispute shall not postpone the payment of any undisputed amounts due the Manager by the Owner. Failure of the Manager to deliver the Annual Statement in a timely manner does not relieve an Owner's obligation to pay any amounts due Manager pursuant to an Annual Statement subsequently delivered. 4.10. Book % and Records, Audit. The Manager shall maintain the books and records for the Common Expenses (the "Records") for a period of at least two (2) years. Any Owner may examine or audit the Records for the previous two calendar years at any reasonable time at the Manager's place of business or where the Records are maintained and kept. The Owner performing such audit shall bear its own cost of performing such audit, unless the audit discloses a discrepancy in excess of seven percent (7%) of such Owner's Pro Rata Share of the Common Expenses,in which event the Manager shall reimburse such Owner for the reasonable costs of such audit and examination of the Records with such expenses to be calculated at a customary hourly rate for professionals conducting similar audits on an hourly and not a contingent fee basis. 4.11. Change„©f Nlanaur. Upon any change of the Manager, the successor Manager shall provide written notice to all Owners and Occupants. 4.12. Management Fee. Common Expenses shall include a management fee to the Manager(the "Management lee") set forth in the Management Agreement. 5. EASEMENTS. All easements granted herein shall be subject and subordinate to any and all public utility easements, rights-of-way and other easements of record. 13 5.1. Ingress, Egress and Parkin. Subject to the terms of Section 3, each Owner,as grantor with respect to its Parcel,hereby grants to each other Owner, as grantee, for the benefit of each such grantee Owner, and for the use of the Owners and their respective Occupants and Shopping Center Parties,and for the benefit of the Parcels owned by each such grantee Owner, and as a burden on each grantor Owner's Parcel, a non-exclusive easement appurtenant to each grantee Owner's Parcel for the purpose of providing and permitting pedestrian and vehicular ingress, egress and cross-access to adjacent Lots, Parcels and public rights-of-way, including, without limitation,ingress,egress and cross-access for commercial delivery vehicles in accordance with truck route and pedestrian and vehicular circulation patterns as approved by the City for the Shopping Center; and for vehicular parking upon, over, across and through the Common Area or Outdoor Ground Leased Portion, as applicable, on each such grantor Owner's Parcel. Such right shall be applicable to those portions ofthe Common Area or Outdoor Ground Leased Portions that are intended for use by motor vehicles or pedestrians,as applicable,based upon the improvements that have been constructed and exist upon the Common Area or Outdoor Ground Leased Portions. The easements granted in this Section specifically give, inter alia,customary and reasonable cross- access rights and ingress and egress rights for pedestrian and vehicular access to the Shopping Center. Except as to the Declarant as herein provided,the foregoing shall not create any rights in any parties other than the Owners and the named beneficiaries of such rights through such Owners. No Owner shall be permitted to obstruct any drive aisle, entry to the Shopping Center or limit or restrict access to and from its Parcel by more vehicles or pedestrians. 5.2. 11tility Systems, Each Owner, as grantor with respect to its Parcel, hereby grants to each other Owner, as grantee, for the benefit of each such grantee Owner and its Parcel, without the necessity for further documentation, non-exclusive easements appurtenant to the Parcel owned by the grantee Owner, under, through and across the Common Area or Outdoor Ground Leased Portion, as applicable, of the Parcel owned by the grantor Owner, for the installation, use, further extensions, maintenance, repair and replacement of, including, but not limited to, storm drainage systems or structures(inclusive of master detention/retention basin(s)), water mains, storm drains, sanitary sewers, water sprinkler system lines, telecommunication, electrical conduits or systems, cable and fiber optic lines, gas mains and other public utility services, lines, and facilities, including supply and distribution systems ("Utility Systems"), necessary for the orderly development and operation of the Common Area,each Outdoor Ground Leased Portion,and each Building in the Shopping Center as shown on the Subdivision Plat as a "Public Utility Easement"; provided, the rights granted pursuant to such easements shall at all times be exercised in such manner as to cause the least interference with the normal operation of the Shopping Center;and provided further,except in an emergency,the right of any grantee Owner to enter upon the Parcel of any grantor Owner for the exercise of any right pursuant to such easements shall be conditioned upon obtaining the prior written consent of such grantor Owner, which consent shall not unreasonably be withheld or delayed. The location of any stormwater drainage facilities located on or within the Shopping Center shall comply with City Laws and applicable terms and conditions of the Development Agreement. 5.3. Provisions Applicable to Easements. The primary location of easements herein established for ingress and egress and all Utility Systems shall be as set forth on the Subdivision Plat. 'Notwithstanding the location of public utility easements, water line easements and other easements shown on the Subdivision Plat,to the extent installation of Utilities is required in a location not shown on the Subdivision Plat,an Owner of the Parcel upon which such easement 14 is required shall permit the Construction of required Utilities;provided that such Construction and location shall not unreasonably impair such Owner's use of the Building or the Outdoor Ground Leased Portion,as applicable, located on its Parcel. All such Utility Systems shall be installed and maintained below the surface or ground level of such easements; provided, however, that such limitation shall not restrict the Construction of ground surface mounted control and access facilities for Utilities. The party installing any Utility System shall use reasonable efforts to cause the installation of such Utility Systems prior to paving of the Common Area or any Outdoor Ground Leased Portion. In the event an Owner deems it necessary to cause the installation of a Utility System across the Common Area or Outdoor Ground Leased Portion of any other Parcel subsequent to the initial paving and improving thereof(the "Requesting Owner"), the Owner of the burdened Parcel thereof agrees not to unreasonably withhold the granting of any necessary additional easements; provided, such Owner may withhold its consent if such installation would unreasonably interfere with the normal operation of any business in the Shopping Center, or with such Owner's plans for the development of its Parcel;and provided further,the Requesting Owner shall, at its sole cost and expense, completely restore to the same or better condition all Improvements located on the Common Area, Outdoor Ground Leased Portions and surfaces disrupted as a result of such installation. The Owner of a burdened Parcel may reasonably request that such installed Utility Systems be relocated subject to compliance with applicable Laws, at the expense of the Requesting Owner, provided that such relocation shall not interfere with, increase the cost or diminish utility services for any of the other Owners or Occupants. In the event it should be necessary to grant any of the foregoing easements and rights to local utility companies as a condition of their providing or continuing service,such rights shall be granted, provided that the Owners required to execute such instruments deem the terms and conditions of such a grant to be reasonably acceptable. In such event, the Owner requiring or causing the requirement of any such easement shall, promptly following the grant of such easement, and at its sole cost and expense, provide to the Owner granting such easement a survey of such Owner's Parcel depicting the location of such easement. 5.4. Fire Access. Each Owner, as grantor with respect to its Parcel, hereby grants to each other Owner,as grantee,for the benefit of each such grantee Owner and its Parcel(s), and for the benefit of all other Owners and their respective Occupants, and as a burden on the grantor Owner's Parcel, a perpetual, non-exclusive fire access easement appurtenant to each grantee Owner's Parcel on, under and across the Common Area or Outdoor Ground Leased Portion, as applicable, of each grantor Parcel as may be required to provide for the (i) pedestrian and vehicular access and parking of fire-fighting personnel, equipment and vehicles; and (ii) maintenance, operation, removal, replacement and reinstallation of water and fire suppression system lines, including the right of ingress and egress for such purposes,and as may be shown on the Subdivision Plat as a"Fire Access Easement,"or similar notation_ No Owner shall construct any Improvement upon its Parcel which will impair access over and across any such fire access easement without the express prior written approval of Declarants, all other Owners and the City. 5.5. Building_Encroachments. Each Owner, as grantor with respect to its Parcel, hereby grants to each other Owner, as grantee, for the benefit of such grantee Owner and its Parcel, an easement for any portion of any Building or structure on any Parcel (including, without limitation, footings, piers, piles, grade beams, ramps, support columns, canopies, eaves, utility meters, roof overhangs, and subsurface support elements required for the construction or 15 reconstruction of any Building or structure (collectively, "Permitted Projections") which may encroach onto, under or over an adjoining Parcel; provided, that (i) the easement for Permitted Projections and all other building encroachments granted herein shall not exceed two(2)feet, and (b) the encroachment easement granted herein shall not extend to encroachments which are intentional or which materially and adversely affect the location,orientation,design,Construction or use of Buildings or other Improvements to be constructed on a Parcel upon which the encroachment has taken place, unless first approved in writing by the Owner of the Parcel upon which the encroachment shall exist. The easement granted herein shall last so long as this Declaration is in effect. In the event this Declaration expires, this easement shall last so long as the Building of which such encroachment is a part is standing. 5.6. Emer,2cncN,Exits. Each Owner,as grantor with respect to its Parcel,hereby grants to each other Owner, as grantee and for the benefit of each other Owner and its respective Parcel: (i) an easement for any portion of any stairs and landings (including any footings and foundations related thereto)constructed in connection with Building emergency exits required by any governmental entity, which may encroach onto or over an adjoining Parcel; and (ii) an easement for emergency egress from such emergency Building exits; provided, the easement for stairs and landings (and foundations and footings related thereto) granted herein shall not exceed six(6) feet in width. 5.7. Restoration. If any Owner damages the Common Area or any Outdoor Ground Leased Portion as a result of any Construction or the exercise of its easement rights, such as the placement of utilities within the Common Area or any Outdoor Ground Leased Portion (excluding normal and anticipated use and wear and tear),such Owner,at its sole cost and expense, shall immediately repair such damage and restore the Common Area or Outdoor Ground Leased Portion to the same or better condition that existed before such damage. In the event that the Owner or Occupant shall fail to repair or restore the Common Area or any Outdoor Ground Leased Portion as required by the preceding sentence, the Manager may deliver to such Owner, written notice of such failure which shall specify the alleged deficiencies. In the event that such deficiencies are not corrected within thirty(30) days of the date of such notice, the Manager shall have the right to cure such deficiencies. The applicable Owner shall be responsible to pay any and all costs and expenses incurred by the Manager to correct such deficiencies, plus a supervision fee to the Manager in the amount equal to ten (10%) of the costs and expenses so incurred by the Manager. Such reimbursement shall be made not later than thirty (30) days after receipt of a statement of such costs, including appropriate supporting documents. Any amounts not so paid shall accrue interest at the rate of fifteen percent(15%)per annum from the date of the statement requesting reimbursement through the date the reimbursement payment is received by the Manager. 6. SIGNS. 6.1. [;encrally. In addition to any other restrictions set forth in this Declaration, all signs which shall be located on any Building or in any public area of the Shopping Center shall comply with all applicable ordinances of the City and the comprehensive signage plan applicable to the Shopping Center,as adopted by Declarant from time to time. To the extent such ordinances require the formal approval of the City,the Owner or Occupant desiring to display such sign shall be required to obtain such approval. City approval shall not constitute approval under this 16 Declaration and provisions of this Declaration may be more restrictive than the requirements of applicable City ordinances or regulations. 6.2. Building„Signs. Each Owner shall have the right to maintain such Signs on the interior of Buildings located on its Parcel as it desires,provided that such Signs are not visible from the exterior. Banners, flags, Signs or advertising objects, displays or lights visible from the exterior of any Building shall require the prior written approval of the Declarant pursuant to the terms set forth in Section 2.1; provided, however, no auction, liquidation, going out of business, fire or bankruptcy sales maybe conducted or advertised by signor otherwise. If permitted by Law and approved by the Declarants, each Owner shall have the right to erect, maintain and replace Signs on the exterior of the Buildings located on its Parcel; provided, such Signs shall be constructed so as to lie flat against such exterior facia facing outward and shall not protrude more than two (2) feet from the surface thereof in any direction; and provided further, in no event shall Signs be located on or above the roof(excluding canopies,so long as no Sign erected on a canopy will extend above the height of the building canopy or mansard roof on which it is installed) of any Building in the Shopping Center. Unless and except as provided otherwise in a Cease or other separate written agreement with Declarant, no Owner or Occupant may place, install or operate, any signs in any windows ofany Building visible from the exterior; provided that a nationally or regionally recognized Occupant with locations in multiple states with a uniform sign package,may place its standard signs on and within its Building or premises subject to applicable Law,and the comprehensive signage plan applicable to the Shopping Center,as adopted by Declarant from time to time, and subject to each of the Declarants' prior approval which shall not be unreasonably withheld. Any other Signs shall require the approval of each of the Declarants, which may be granted or withheld in the Declarants' sole and subjective discretion. 63. Pylon/Monument Signs. There will be one or more free standing pylon and/or monument signs (collectively, "Shopping Center Signs") installed within the Shopping Center as approved by the Declarant, subject to the approval of the City. The cost of maintaining the structural components and providing electricity to operate the Shopping Center Signs shall be a Common Expense. Unless and except as provided otherwise in a Lease or other separate written agreement with Declarant, each Owner or Occupant with a sign panel shall be responsible to pay any and all costs and expenses which shall be incurred in the fabrication, installation,maintenance and replacement of its sign panel(s). Each such Owner shall be responsible for the maintenance and replacement of its sign panel(s) as necessary to maintain such sign panel(s) in a first class condition. Except as expressly permitted herein, there shall be no Signs in the Common Area or Outdoor Ground Leased Portions of the Shopping Center without the prior written approval of the Manager, which may be granted or withheld in the Manager's sole and subjective discretion. Each Owner, as grantor with respect to its Parcel,hereby grants to each other Owner allowed to erect or maintain Signs or sign panel(s) pursuant to this section, as grantee, a non-exclusive easement under, through and across the Common Area or Outdoor Ground Leased Portion,as applicable,of the Shopping Center for the purpose of installing and/or maintaining utility lines to service free- standing pylon or monument signs, if any, and all other authorized Signs, if any. Each Owner or Occupant shall utilize Declarant's sign vendor for Shopping Center Signs and any panels located thereon. The Pylon/Monument signs & panels shall be of a consistent color and consistent with the overall Shopping Center signage theme. 17 6.4. Purpose of Sims. Any and all Signs within the Shopping Center shall solely advertise the Shopping Center and/or the businesses or Occupants located within the Shopping Center. 7. INDEMNIFICATION AND INSURANCE. 7.1. Indemnification. Each Owner and the Manager each, acting as an "Indemnifying Party", hereby indemnifies, holds harmless and agrees to defend each Owner(or other Owner, as the case may be), the Manager, and the Declarant, each as an "Indemnified Party", from and against all claims,damages,expenses (including, without limitation, reasonable attorneys' fees and reasonable investigative and discovery costs), liabilities and judgments on account of injury to persons, loss of life, or damage to property occurring in the Shopping Center and/or on the ways immediately adjoining the Shopping Center, caused by the active or passive negligence or willful misconduct of the Indemnifying Party, its agents, servants,employees, and invitees. It is provided, however, that the Indemnifying Party does not and shall not be required to indemnify an Indemnified Party against any injury, loss of life, or damage which is caused by the active or passive negligence or willful misconduct of the Indemnified Party, an Owner(other than the Indemnifying Party if the Indemnifying Party is an Owner),or its or their agents,servants, employees or invitees. The Parties' obligations with respect to indemnification hereunder shall remain effective, notwithstanding the expiration or termination of this Declaration, as to claims arising or accruing prior to the expiration or termination of this Declaration. The indemnification obligation herein will not be limited by a limitation on the amount or type of damages, compensation or benefits payable by or for the Indemnifying Party under worker's compensation acts, disability benefit acts, employee benefit acts, or otherwise. In addition,the indemnification obligation set forth herein is a contractual obligation of the Manager and applicable Owner and will not be diminished by any insurance coverage or any restriction, cap or other provision of governmental immunity law or similar doctrine. 7.2. Liability Insurance Covera a and Limits. Each Owner,and the Manager, agree to maintain, and each Owner shall cause the Occupants of any portion of such Owner's Parcel to maintain, at no cost to the other Owners, liability insurance insuring its interests against claims for personal injury, bodily injury,death and property damage occurring on,in or about their Parcel, with a"Combined Single Limit" (covering personal injury liability, bodily injury liability and property damage liability) of not less than Two Million Dollars ($2,000,000.00) for total claims for any one(1)occurrence. The insurance limits in this section shall be subject to increase from time to time by such amounts as the Declarants may reasonably agree are necessary or desirable,as may be evidenced by the practice of similarly situated shopping centers. Each Owner shall be endorsed as an additional insured on such insurance policy and, upon request,be entitled to receive a certificate evidencing this insurance coverage. 7.3. Contractor's Insurance. During the period of any Construction in the Shopping Center by or at the request of any Owner, such Owner agrees to obtain or require its contractor(s)to obtain, and thereafter maintain so long as such construction activity is occurring, at least the following minimum insurance coverage: (a) Workers' compensation -statutory limits; 18 (b) Employers Liability Insurance with coverage and minimum limits of the greater of (1) bodily injury by accident ($100,000.00 each accident); (ii) bodily injury by disease($500,000 policy limit);and (c) bodily injury by disease($100,000 each employee); and (c) Comprehensive General and Commercial Automobile Liability as follows: (i) "Combined Single Limit" (covering personal injury liability, bodily injury liability, and property damage liability)of not less than One Million Dollars($1,000,000.00)for total claims for any one occurrence; (ii) Independent Contractor's Liability or Owner's Protective Liability with the same coverage as in(i)above; (iii)Products/Completed Operations Coverage which shall be kept in effect for two (2) years after completion of work; (iv) "XCU" hazard coverage, if applicable; (v) `Broad Form" Property Damage Endorsements; (vi) "Personal Injury" Endorsements;and(vii)`Blanket Contractual Liability"Endorsement. If any construction activity involves the use of another Owner's Parcel, then the Owner of such Parcel shall be endorsed as an additional insured under all such insurance, and such insurance shall provide that the same shall not be canceled without at least thirty(30)days' prior written notice to the named insureds. 7.4. Waiver of Certain Rights. With respect to any loss or damage that may occur to the Shopping Center(or any improvements thereon)or any Parcel,which is insured under a fire and extended coverage insurance policy, regardless of the cause or origin,excluding willful acts but including negligence of the Owners, their agents, servants or employees, the Owner suffering such loss hereby releases the other Owners from all claims with respect to such loss;and the Owners each agree that their respective insurance companies shall have no right of subrogation against the other Owners on account of any such loss, and each Owner shall procure from its respective insurers under all policies of fire and extended coverage insurance a waiver of all rights of subrogation against the other Owners which the insurers might otherwise have under such policies. 7.5. Policy Requirements. Any insurance required to be provided under this Section 7 may be in the fonn of blanket liability coverage,so long as such blanket policy does not reduce the limits nor diminish the coverage required therein. Each Owner shall have the right to satisfy its insurance obligations hereunder by means of self-insurance to the extent of all or part of the insurance required hereunder, but only so long as: (i)the self-insuring Owner shall have a net worth of at least Fifty Million Dollars ($50,000,000); (ii) the self-insuring Owner shall, upon request, provide an audited financial statement, prepared in accordance with generally accepted accounting principles, showing the required net worth; and (iii) such self-insurance provides for loss reserves which are actuarially derived in accordance with accepted standards of the insurance industry and accrued(i.e.,charged against earnings)or otherwise funded. Any deductible in excess of Ten Thousand Dollars ($10,000) shalt be deemed to be self-insurance. Upon request, each Owner shall cause certificates of insurance reasonably evidencing compliance with the requirements of this section to be delivered to the Manager for the benefit of the other Owners. The insurance policies and certificates required by this section shall require the insurance company to furnish the Manager thirty (30) days' prior written notice of any cancellation or lapse, or the effective date of any reduction in the amounts or scope of coverage. 7.6. Performance of [ndemnity_ Agreements. All policies of insurance required under this Section 7 shall contain a contractual liability endorsement. Each Owner shall promptly notify the other Owners of any asserted claim with respect to which such Owner is or 19 may be indemnified against hereunder and shall deliver to such other Owners copies of process and pleadings. 8. DAMAGE OR DESTRUCTION. In the event any Building in the Shopping Center is damaged or destroyed by fire or other casualty or any other cause whatsoever,the Owner of the Parcel upon which such Building is located may, in its sole,subjective discretion, demolish or rebuild the damaged Building. In the event an Owner determines to demolish a damaged Building,that Owner shall either promptly construct a new Building on the same location or leave and maintain the Parcel of land on which the Building was located in a smooth, level condition, free and clear of all refuse and weeds and scaled against dust by paving and otherwise maintained in a condition similar to other first-class shopping centers in Ada County, Idaho. In the event an Owner determines to rebuild the Building located on its Parcel in the Shopping Center, such Owner shall forthwith proceed with due diligence to remove any debris and to restore such Building to substantially the same condition as immediately prior to such damage or destruction. In the event the Common Area or any Outdoor Ground Leased Portion of the Shopping Center or any portion thereof shal I be damaged or destroyed by fire or other casualty or any other cause whatsoever,the Owner of the Common Area or Outdoor Ground Leased Portion so damaged or destroyed shall forthwith proceed with due diligence to restore such Common Area or Outdoor Ground Leased Portion to its condition immediately prior to such damage or destruction in order to permit vehicular parking (in the manner required by this Declaration) and free and safe vehicular and pedestrian access and circulation in the Shopping Center and to and from all adjacent streets. If the Owner of the Common Area or Outdoor Ground Leased Portion that is damaged or destroyed fails to restore the damaged or destroyed portion of the Common Area or Outdoor Ground Leased Portion within thirty (30) days of the date of written notice from the Manager requiring such restoration,the Manager and/or the Declarants shall have the right to restore such damaged portion of the Common Area or Outdoor Ground Leased Portion. The applicable Owner shall be responsible to pay any and all costs and expenses incurred by the Manager and/or the Declarants to complete such restoration, plus a supervision fee to the Manager in the amount equal to ten (10%)of the costs and expenses so incurred by the Manager. Such reimbursement shall be made not later than thirty (30) days after receipt of a statement of such costs, including appropriate supporting documents. Any amounts not so paid shall accrue interest at the rate of fifteen percent (151/6) per annum from the date funds are disbursed by the Manager through the date the reimbursement payment is received by the Manager. 9. EMINENT DOMAIN. 9.1. Owner's Right to Award. Nothing herein shall be construed to give any Owner any interest in any award or payment made to any other Owner in connection with any exercise of eminent domain, or transfer in lieu thereof, affecting any other Owner's Parcel, or to give the public or any government any rights in any Parcel. In the event of any exercise of eminent domain, or transfer in lieu thereof, of any part of the Common Area or Outdoor Ground Leased Portion located within the Shopping Center, the award attributable to the land and Improvements of such portion of the Common Area or Outdoor Ground Leased Portion shall be payable to the Owner in fee thereof, and no claim thereto shall be made by the Owners of any other portion of the Common Area. 20 9.2. Collateral Claims. All other Owners or persons having an interest in the Common Area or Outdoor Ground Leased Portion so condemned may file collateral claims with the condemning authority for their losses which are separate and apart from the value of the land area and improvements taken. 9.3. Occupant Claims. Nothing in this section shall prevent an Occupant from making a claim against an Owner pursuant to the provisions of any Lease between an Occupant and such Owner for all or a portion of any such award or payment. 9.4. Restoration of Common Area or Outdoor Ground Leased Portion. The Owner of the fee of each portion of any Common Area or Outdoor Ground Leased Portion so condemned shall promptly repair and restore the remaining portion of the Common Area or Outdoor Ground Leased Portion,as applicable, so owned as near as practicable to the condition of the Common Area or Outdoor Ground Leased Portion, as applicable, immediately prior to such condemnation or transfer, to the extent that the proceeds of such award are sufficient to pay the cost of such restoration and repair and without contribution from any other Owner. The plans and specifications for such repair and reconstruction shall be approved by the Manager and the repair and reconstruction shall be overseen by the Manager. 9.5. Restoration of Improvements. In the event any Improvements or any portion thereof located in the Shopping Center is condemned, the remaining portion of such Improvements shall be demolished or restored by the Owner of the Parcel on which it is located, and such Owner shall remove all debris resulting therefrom. In the event an Owner elects to rebuild or refurbish any Improvements after such condemnation action, such Owner shall proceed with due diligence to restore such Improvements to completion, In the event the remaining Improvements are removed, the Owner shall thereafter maintain such affected area on the Parcel in the manner provided for in this Declaration. 10. TAXES. Each Owner shall pay or cause to be paid directly to the appropriate taxing authority before such taxes become past due,the real property taxes and other special taxes and assessments assessed against the Parcel owned by such Owner, including the portion of the Common Area or Outdoor Ground Leased Portion (if any) owned by such Owner,as well as any rental taxes, if any, applicable to such Parcel on account of Owner's lease or rental thereof. No Owner shall be responsible for the payment of any portion of real property taxes and assessments levied against or otherwise contractually applicable to any other Owner's Parcel. In the event any Owner fails at any time to pay,or cause to be paid, before delinquency its taxes or assessments on any portion of a Parcel of which such Owner has a fee interest,and which may become a lien on any of the Common Area, then the Manager or any other Owner may pay such taxes and/or assessments, together with interest, penalties, and costs, and in any such event the Owner obligated to pay such taxes and/or assessments shall promptly reimburse the Manager or such other Owner for all such taxes and/or assessments, interest, penalties, and other charges and until such reimbursement has been made,the amount thereof shall constitute a lien and charge on the Parcel of the defaulting Owner. Nothing contained herein shall prevent an Owner from paying its taxes under protest or challenging the validity or amount of any assessment, so long as such Owner takes steps to prevent the delinquent taxes from becoming a lien on its Parcel or the occurrence of a tax sale of such Parcel. The Owner initially failing to pay taxes or assessments on 21 its Parcel shall be responsible to pay any and all costs and expenses incurred by the Manager or another Owner to pay such amounts. Such reimbursement shall be made not later than thirty(30) days after receipt of a statement of such costs, including appropriate supporting documents. Any amounts not so paid shall accrue interest at the rate of fifteen percent (15%) per annum from the date funds are disbursed by the Manager or the other Owner through the date the reimbursement payment is received. 11. ENVIRONMENTAL LIARILITIES. Without regard to the party causing the contamination, each Owner assumes all responsibly and liability for any and all damages, costs and claims including,but not limited to remediation costs, incurred as a result of the release of any Hazardous Material from its Parcel which migrates (or has migrated) or otherwise contaminates (or has contaminated)another Parcel in the Shopping Center, including, but not limited to, leaks, spills or losses or motor fuels related to underground storage tanks, piping,dispensing systems,or other facilities or activities on or about any Parcel. Each Owner shall promptly comply with any and all clean-up requirements of any governmental authority having jurisdiction pertaining thereto, and shall indemnify the governmental authority having jurisdiction pertaining thereto, and shall indemnify the other Owners for all costs, expenses and fees incurred by any other Owner (including attorneys' fees in defending the same) resulting from any contamination or discharge of Hazardous Materials. Any and all environmental assessment and remediation work shall be performed in accordance with all applicable Laws. Notwithstanding the Foregoing.the Owners do not assume responsibility and/or liability for,or indemnify any other Owner For,any such damages, costs or claims resulting from any such release caused by,through or under any other Owner.This Section 1 I is not intended to limit or define, and does not limit or define, an Owner's remedies against a third-party which caused,or is responsible for.contamination on discharge of hazardous materials. 12. DEFAULT. 12.1. Right to Curt• Past Due Sums. Should any Owner("Defaulting Owner") fail to timely perform any of its obligations hereunder(including any obligations of its Occupants and excluding the obligations of the Manager), and thereafter fail to diligently commence performing such obligation within fifteen (15) days after its receipt of a written demand therefor from the Manager or a Declarant(herein, the"Curing Party"),the Curing Party shall, in addition to any other remedy provided at law, in equity, or in this Declaration, have the right(but not the obligation) to perform such obligation on behalf of the Defaulting Owner, and the Defaulting Owner shall reimburse the Curing Party for the cost of performing such obligation within ten(10) days after receipt of billing therefor and proof of payment thereof;except that a Declarant may not cure such obligation if the Defaulting Owner is the other Declarant. In the event the Defaulting Owner does not reimburse the Curing Party within such ten(10)days,the Curing Parry shall have: (i)the right to exercise any and all rights which such Curing Party might have at law or in equity to collect the same;and/or(ii)a lien on the property owned by the Defaulting Owner,to the extent of the amount paid by the Curing Party but not reimbursed by the Defaulting Owner,which amount shall bear interest at a rate equal to the then published "Prime Rate" of Wells Fargo Bank, N.A.. plus five percent(5.0%)per annum(or, in the event Wells Fargo Bank no longer publishes a Prime Rate,the Prime Rate, for purposes herein,shall be a rate agreed to by all the Owners)(the Owners acknowledging that such rate may not be the lowest or "best" rate), or the highest legal rate of interest, whichever is less, from the date of billing until paid. Such lien may be fled or recorded 22 by the Curing Party as a claim against the Defaulting Owner, in the form required by law, in the office wherein mortgages and liens are recorded, which lien shall contain at least the following information: (a) The name of the lien claimant; (b) The name of the Defaulting Owner; (c) A description of the work performed on behalf of such Owner and a statement itemizing the cost thereof which remains unpaid by the Defaulting Owner; and (d) A description of the property being liened. The lien so claimed shall attach from the date of recordation in the amount claimed by "the Curing Party, and it may be enforced and foreclosed in any manner allowed by law including, but not limited to, suits to foreclose a mechanic's lien, trust deed or mortgage under applicable law. Any Owner filing such Hen shall concurrently notify the Defaulting Owner of such tiling,and shall within sixty(60)days thereafter send to the defaulting Owner at its notice address a copy of such lien showing such recording. Such lien, when so established against the real property described in such lien, shall be prior and superior to any right,title, interest, lien or claim which may be or is acquired or attached to such real property after the time of recording the claim of lien. Notwithstanding the above, the lien for any amount due by a Defaulting. Owner shall be subordinated to the lien of any bona fide security device, including but not limited to, mortgage, deed of trust and sale and leaseback obtained by an Owner of a Parcel for the purposes of the improvement thereof(or a refinancing thereof); provided, however, that such subordination shall apply only to the amounts due and owing to the Manager or a Curing Party which have become due and payable prior to a sale or transfer of such Parcel pursuant to or in lieu of foreclosure by the holder of such security interest. Such sale or transfer shall not relieve the Parcel from the lien for any amounts thereafter becoming due, or from the lien of any subsequent amounts due. To the extent another section of this Declaration shall provide a specific remedy for the failure of a party to perform its obligations hereunder, the notice, cure and remedies provided by this Section 12.1 shall be applicable only after application of the remedy otherwise specifically provided. In addition,If the Declarant or Manager fails to receive any monetary sum due to Declarant or Manager within five (5) days after its original due date (without any written notice to the Defaulting Owner that it has not been received), the Defaulting Owner shall pay a late fee of five percent (5%) of the amount due. If Declarant or Manager receives any monetary sum due Declarant or Manager more than thirty(30)days after its original due date, the Defaulting Owner shall pay, in addition to the late fee provided above, interest on the outstanding balance of such monetary sum, both before and after judgment at the rate of twelve percent(12%) per annum (the "Default Interest Rate")from the original due date to the date of Declarant's or Manager's actual receipt of payment.Declarant or Manager shall also be allowed to collect$50.00 for every returned 23 check. Notwithstanding the foregoing, however, Declarant's or Manager's right concerning such interest and service fee shall be limited by the maximum amount which may properly be charged by Declarant or Manager for such purposes under applicable law.The foregoing remedies shall be in addition to,and not in lieu of,or derogation of,or to the exclusion of any other remedy available to Declarant or Manager under this Declaration,or at law, or in equity. 12.2. I bunctive Relief. In the event of any violation or threatened violation of any provision of this Declaration, each of the Manager and the Declarants shall have the right, in addition to any other remedies herein or by law or equity provided, to enjoin such violation or threatened violation. 12.3. Breach Shall Not Permit Termination. No breach of this Declaration shall entitle any Owner to cancel, rescind or otherwise terminate this Declaration, but such limitation shall not affect in any manner any other rights or remedies which such Owner may have hereunder by reason of any breach of this Declaration. 12.4. No Limitation of Remedies. The various rights and remedies herein contained and reserved to each Declarant, Owner,and Manager, except as otherwise provided in this Declaration, shall not be considered as exclusive of any other right or remedy, but shall be construed as cumulative, and shall be in addition to every other remedy now or hereafter existing at law, in equity or by statute, No delay or omission of the right to exercise any power or remedy shall impair any such right, power or remedy or be construed as a waiver of any default or nonperformance or as acquiescence therein. 13. NNQTZCES. Any notices,requests,demands,and other communications hereunder shall be in writing and shall be given (i)by Federal Express(or other established express delivery service which maintains delivery records),(ii)by hand delivery,(iii)by certified or registered mail, postage prepaid, return receipt requested, or (iv) via email, facsimile or other electronic transmission, to the Parties at the following addresses, or at such other address as the Parties may designate by written notice in the above manner: To Wadsworth: c/o Wadsworth Development Group, LLC 166 E. 14000 S., Suite 210 Draper, UT 84020 Attn: Roman Groesbeck, Esq. romanrazwadsdev.com (Email) With a copy to: Robert Walker, Esq. Kirton McConkie 50 E.South Temple St., Suite 400 Salt Lake City, Utah 84111 Notices shall be deemed effective upon receipt, upon attempted delivery if delivery is refused by the intended recipient or if the delivery is impossible because the intended recipient has 24 failed to provide a reasonable means for accomplishing delivery or upon electronic confirmation that the notice has been delivered. 14. ATTORNEYS' FEES. In the event any Owner or a Declarant brings or commences legal proceedings to enforce any of the terms of this Declaration,the prevailing party in such action shall have the right to recover reasonable attorneys' fees and costs from the other party, to be fixed by the court in the same action. The phrase "legal proceedings" shall include appeals from a lower court judgment, as well as proceedings in the federal Bankruptcy Court, whether or not they are adversary proceedings or contested matters. The phrase"prevailing party" as used in the context of Federal Bankruptcy Court shall mean the prevailing party in an adversary proceeding or contested matter, or any other actions taken by the non-bankrupt party which are reasonably necessary to protect its rights under the terms of this Declaration. The phrase "prevailing party" as used in the context of any court other than the Federal Bankruptcy Court shall mean the party that prevails in obtaining a remedy or relief which most nearly reflects the remedy or relief which the party sought_ 15. DURATION. Except as otherwise provided herein, this Declaration shall remain in full force and effect for a term of sixty-five (65) years from the date hereof, and shall automatically renew for periods of five (5) years each, unless the Declarant agrees in writing to terminate this Declaration. Such termination shall only be effective upon recordation of the termination document in the official records of the political division in which the Shopping Center is located. The Declarants shall deliver notice of any such termination to each Owner and Occupant within seven (7) days of the termination. Upon written request, all Owners and Occupants shall sign and acknowledge such notice. 16. MODIFICATION. Until ninety percent (90%) of the proposed Building square footage within the Shopping Center shown on the Site Plan is improved and occupied, this Declaration (including,without limitation, the Site Plan)may only be amended by the Declarant. When more than ninety percent (90%) of the proposed Building square footage within the Shopping Center is improved and occupied, this Declaration (including, without limitation, the Site Plan)may only be modified by a written document executed by the Declarant and a group of Owners whose sum of Pro Rata Shares equals at least seventy-five percent (75%). The Declarant reserves the right to enlarge and add additional land to the Shopping Center, whereupon such additional land shall be subject to this Declaration. The Shopping Center shall not be enlarged or added to nor integrated with any other lands or premises without the prior written consent of the Declarant. A Declarant may assign its rights,duties and obligations to its successor in interest and shall notify the Owners and Occupants in writing of any assignment of such rights, duties and obligations. 17. GENERAL PROVISIONS. 171. Accuracy of Recitals. Declarant hereby acknowledges the accuracy ofthe recitals of facts and circumstances A through B following the introductory paragraph of this Declaration,which are incorporated herein by this reference. 17.2. Not a Public dedication. Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Shopping Center to the general public or for any public 25 purposes whatsoever, it being the intention of the Declarant that this Declaration shall be strictly limited to and for the purposes herein expressed. The Manager may take such actions as it deems necessary to prevent any public dedication of any part of the Shopping Center by operation of law. 17.3. Severability, If any term or provision of this Declaration or the application of it to any person or circumstance shall to any extent be invalid and unenforceable,the remainder of this Declaration or the application of such term or provision to persons or circumstances other than those as to which it is invalid or unenforceable shall not be affected thereby, and each term and provision of this Declaration shall be valid and shall be enforced to the extent permitted by law. 17.4. Pronouns. When required by context, the singular shall include the plural, and the neuter gender shall include a person, corporation, firm, association, or other business arrangement. 17.5. Cautions. The captions in this Declaration are for convenience only and do not constitute a part of the provisions hereof.. 17.6. No Partnership. The provisions of this Declaration are not intended to create,nor shall they be in any way interpreted to create,a joint venture,a partnership,or any other similar relationship between the Declarant and/or Owners. 17.7. Governine Law. This Declaration shall be construed and enforced in accordance with,and governed by,the law of the State of Idaho. 17.8. No Presumption. This Declaration shall be interpreted and construed only by the contents hereof and there shall be no presumption or standard of construction in favor of or against the Declarant. 17.9. Run With Land. This Declaration and the easements, covenants, benefits and obligations created hereby are intended to run with the land and shall inure to the benefit of and be binding upon each Owner and their respective successors and assigns; provided, if any Owner conveys any portion or all of its interest in any Parcel owned by it, such Owner shall thereupon be released and discharged from any and all further obligations under this Declaration as it had in connection with the property conveyed by it if the buyer assumes in writing all of such obligations;and provided further,no such sale shall release such Owner from any liabilities,actual or contingent,existing as of the time of such conveyance. 17.10. Este el Certificate. Each Owner agrees that, upon request by any other Owner(the "Requesting Owner"), it will issue to a prospective lender of the Requesting Owner or to a prospective purchaser of the Requesting Owner's interest, an estoppel certificate stating: (a) whether the Owner to whore the request has been directed knows of any default by the Requesting Owner under this Declaration, and, if there are known defaults, specifying the nature thereof; (b) whether this Declaration has been assigned, modified or amended in any way(and if it has,then stating the nature thereof);and 26 (c) that to the Owner's knowledge this Declaration as of that date is in full force and effect. Such statement shall act as a waiver of any claim by the Owner furnishing it to the extent such claim is based upon facts contrary to those asserted in the statement and to the extent the claim is asserted against a bona fide encumbrancer or purchaser for value without knowledge of facts to the contrary of those contained in the statement, and who has acted in reasonable reliance upon the statement; provided, no Owner shall incur any liability whatsoever for any misstatement or wrong information unless the same is the result of the gross negligence or willful act of the Owner furnishing such information. 17.11. Contractual Obligations. All of the terms and conditions contained herein represent contractual obligations of the Owners. The purchase of a portion or all of any Parcel by any governmental entity shal I be deemed a proprietary act with full authority granted therefor from any and all legislative body. The presentment of any claim or action against any Owner pursuant to this Declaration(such as through the indemnification provision)shall be presentment and tender of a contractual obligation. Under no condition shall any Owner be limited or restricted(including any waiver due to the passage of time except for the statute of limitation period set forth in Laws of the State of Idaho) in its ability to tender any claim or matter to an Owner in accordance with the terms of this Declaration. 17.12. Force Majeure. Each Owner will comply with the time periods set forth in this Declaration to the extent such provisions are applicable to it;provided each and every period shall be extended for a period or periods of time equal to any period or periods of delay preventing the performance of any Owner's obligations, which delays are caused by fire or other casualty, acts of god,acts of nature,weather,refusal or failure of governmental authorities to grant necessary approvals or permits (the Owner responsible thereof agreeing to use reasonable diligence to procure the same), war, riot, or insurrections, or any other cause (except financial) beyond the reasonable control of such Owner. In the event of any such delay,the Owner suffering such delay shall seek and use to the extent available economically reasonable and comparable substitutes or alternatives and shall promptly give written notice to the other Owners of the occurrence of such delay and,upon termination thereof,notice of the termination of such delay. In the event an Owner suffers such a delay and fails to give notice of the occurrence of and termination of such delay,as provided herein, such Owner shall be deemed to have waived its right to an extension hereunder on account of such delay. Notwithstanding the forgoing, in no event shall an event of Force Majeure delay or prevent the payment of any monetary sum due under or in connection with this Declaration. 17.13. Consent and Approvals. Wherever the consent, approval,judgment or determination of a Declarant or Owner is required or permitted under this Declaration and no express standard is specified (e.g., "reasonableness"), the party required to act shall exercise its business judgment in good faith in granting or withholding such consent or approval or in making such judgment or determination. If it is determined that such party failed to give its consent where it was required to do so under this Declaration,an Owner affected by such denial of consent shall be entitled to injunctive or declaratory relief but shall not to be entitled to monetary damages or to terminate this Declaration for such failure. The review and/or approval by a Declarant of any item 27 or matter to be reviewed or approved by such Declarant under the terms of this Declaration shall not impose upon such Declarant any liability for the accuracy or sufficiency of any such item or matter or the quality or suitability of such item for its intended use. Any such review or approval is for the sole purpose of protecting the Declarants' and other Owners' interests in the Shopping Center,and no third parties shall have any rights as a consequence thereof. 17.14. Successors and Assigns. This Declaration shall be binding upon and inure to the benefit of the Owners and their successors and assigns. To the extent a vote or consent of Owners is required under this Declaration,each Owner shall have a vote equal to its Pro Rata Share regarding the exercise of any rights of a Declarant. [signalures to follow] 28 SIGNATURE PAGE TO DECLARATION OF COVENANTS, CONDITIONS,AND RESTRICTIONS AND GRANT OF EASEMENTS IN WITNESS WHEREOF, this Declaration has been executed by the Declarants as of the Effective Date. Wadsworth Meridian,LLC, a Utah limited liability company By: Wadsworth& Sons, L ,C, a Utah limited liability con pany Its: Manager By: Print Name_ L— oo Its: CA 6 41— STATE OF UTAH ) SS. COUNTY OF s The foregoing instrument was acknowledged before me this j�f!_day of 2020, by V-- L-.`,7 p," _!,,.� , the r-6b of Wadsworth & Sons, LLC, a Utah limited liability company,the Manager of Wadsworth Meridian, LLC,a Utah limited liability company,and acknowledged to me that said limited liability company executed the same. Notary Public y RUh1AfV GROE58ECi(ubne-State o1 Utah ion Number.710419 mission Expires on Mar.24,2024 29 EXHIBIT A TO DECLARATION OF COVENANTS,CONDITIONS,AND RESTRICTIONS AND GRANT OF EASEMENTS (Legal Description of the Shopping Center) A parcel of laird:ying in the NE l a of rite NE of Section 5-Township 3 North_Range 1 East,Boise Meridsaa.<-da Count r.Idaho_said parcel i s also 1mosvr,as Parcel B of Record of Sursey fi:o. 641S,reco.ved Febmmnr 13_-1004 a.Ir7 tr rtxte2tt tip. 104016722.of Dffrcial record-.loittg rttt+re pasticalariz descr;bed as t`ello�x;: CG>5£.UENCING at a found brass cap mark::eg the Northtas:r corner of said Section 5.Township 3 North, Range 1 East.Boise MeridiatL Ada Cou nti.Idaho-said brass cap beans North 89'39'20"East 2656.46 feet from a set 5iV iron pin marking tlae North quarter corner of said Section 5-said brass cap also bear.;North 000ff o0-West 2611.41 feet(folme:Iy 2611 50 feet,fmm a found brays;cap aiarl=g the East quartex corner of said Section`; Thence South 00 0,-00' Enst 4.00-00 feet along the East batmdaqy of the sai4 INE fa-of the ItiE �s of Section 5 to a point. Thence North 84'''06'00"*West tfwrmeriy North S3"27'4� Vest and North 84-04'West)5,?9 feet to a set 5,'S-iron put ivine on the westezly right-of—way of State.High a r 55(Eagie Road). Diet pin ai.o wafting the REAL POINT OF BEGLNNDlG: Thence coa"auq North 34'06;0-West(fonuerly North 84'04' ode 5y 4-13.?0 feet to a}et .5.-lieu gin: Thence North 81154'00 Arest 24.72 feet to a set 5:5-iron pin-- Thence North 01'01'59"East forme& North I'24-39--East J16.81 feet) Z19?6 feet to a formd 5,'8"iron pint lyirr.?on the Sousherlt-right-o€way of is stick Road: Thence North 39'39,20'-Ea,t 4 1,31 feet along the said Southerly right-of-way o€Ustick Road to a set 5:8- iron Pita mulaug the right-of-way intersection of:said L'stick Road aid acid State Hiebway 55(Eagle Road), Thence Sou&0-144139 A`est W-56 feet along the said sV e_--terly right-of-wa.-of State H4-' hwz 55(Eagle Road)to the POINT OF BEG�"ND;G. EXCEPTNG THEREFRO1£ a parcel of land beitzg a portion of that(tact of?arid as described its:Warranty Deed ItaFtsrarstent No. 10644)35 12,Ada C'ouary Record-5, said parcel being situated in the NE x;of the'_47 ' of Section.5_Township 3 North Rauge 1 East.$vise meridian.Ada Cv uLt-ti-Idaho.is More Particularly described m follows: CO-MMENMG at the Northeast corner of<,=d Section 5: Thence alaug the North hire o "said cectiora North 89=44'39- Nest,42.45 feet, Thence leaving said section line South 0I''50-34"West,2v5_00 fee.tag the Notthea<.;i corner of said tract being the POINT OF BEGB-,NN,0, Thence continuing along the East Este of�,aid tract South 01' 0'347'West-63-90:eft Thence lea, ,aid East lint Noah 43'54-1 s"West.45.83 feet to a point being 56.00 feet-South of the North line of stud Serb n S: Thence slctax a hue parallel-with and 56 00 feet South of,aid section ixe North 89'44'39-Vest_ IS1.46 het: Thence leaving said parallel line North 85' 5746-West- t80. 7'feet: Thence North 33''47'15"':Kent. 5S.01 feet to the W nr 1jae of laid tract; Thence alone:aid Wv—a h ae North 01'41-54--East_ 16 45 feet to a point being 25_00 feet SUurlr of the `ottla Ime of said Secticu 5: Thence along a line parallel with and 15.00 feet South of maid ertioa hue Suutlt 99`44'39'-East 45 1,St7 feet t�.the POR+IT OF EEGINNNG Exhibit A EXHIBIT B TO DECLARATION OF COVENANTS,CONDITIONS,AND RESTRICTIONS AND GRANT OF EASEMENTS (Site Plan for the Shopping Center) 7 r [,-I I i I I mo-un'lTr M—IL.I ITTUI Pad 1 pad 2 3,io v cL e% T=r UL i Iv it Shops Pad 4 L �d3 Exhibit B EXHIBIT C TO DECLARATION OF COVENANTS,CONDITIONS,AND RESTRICTIONS AND GRANT OF EASEMENTS (Subdivision Plat of the Shopping Center) [To Be Recorded by Declarant Following the Recordation of this Declaralion] ADA COUNTY RECORDER Phil McGrane 2020-075458 BOISE IDAHO Pgs=19 BONNIE OBERBILLIG 06/19/2020 02:59 PM PIONEER TITLE COMPANY OF ADA COUNTY $64.00 REC'ORN,VO RE01JES71,J)RY i1 VI) fNNEN R1s`C0RD13D RETURN TO: ..,,.,,.., (Space Above For Recorder's Use) MUTUAL CROSS-ACCESS EASEMENT AGREEMENT This_ Mutual Cross-Access Easement ("Abreement") is made effective this _j .a - /� � ,2Q20, by and between WADSWORTH MERIDIAN, LLC, a Utah limited liability company, and/or its assigns ("Wadsworth"), and SADIE CREEK COMMONS LLC, an Idaho limited liability company ("Sadie Creels"), Wadsworth and Sadie Creek may be referred to hereinafter collectively as the "parties," or individually as a "party," as the case may be. RECITALS: A. Wadsworth owns or has rights to acquire that certain property near the corner of Eagle Road and Ustick Road in Meridian, Idaho as more fully described in Schedule I which is attached hereto and incorporated herein ("Wadsworth Property"), and depicted on Exhibit A which is attached hereto and incorporated herein; B. Sadie Creek is the owner of that certain property near the corner of Eagle Road and Ustick Road in Meridian, Idaho, as more fully described in Schedule 11, which is attached hereto and incorporated herein ("Sadie Creels Property") and depicted on Exhibit A which is attached hereto and incorporated herein; C. The parties desire to create a permanent access driveway easement in the area more fully described in Schedule III and depicted on Exhibit A which is attached hereto and incorporated herein (the "Permanent Service Drive") and grant general rights of cross access across the Wadsworth Property and the Sadie Creek Property east of the Permanent Service Drive on the terms and conditions set forth herein (the "Easements"). AGREEMENT: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as Follows: 1. Recitals. The parties hereto repeat herein by this reference Paragraphs "A" through "C" above, inclusive, as if said Paragraphs were set forth herein in fill[. MVVUAL CROSS-ACCESS EASEMENT- I 47134.0021,121989721 2. Term. The term of this AS�reCl1lt Cht shall be perpetual. 3. Grant, 3.1 Wadsworth hereby grants Sadie Creek a non-exclusive perpetual access easement over, on, across, that portion of the Wadsworth Property within the boundaries of the Permanent Service Drive and over that portion of the Wadsworth Property which is from time to time developed and used by Wadsworth for use by vehicular traffic (excluding parking areas, drive- thru lanes, loading zones, or similar areas). 3.2 Sadie Creek hereby grants Wadsworth a non-exclusive perpetual access easement over, oil, across, and through the Sadie Creek's Property within the boundaries of tlhe Permanent Service Drive and over that portion of the Sadie Creek Property east of the Permanent Service Drive which is from time to time developed and used by Wadsworth for use by vehicular traffic (excluding parking areas,drive-thru lanes, loadingzones,or similar areas). 4. Purpose of Easement. The Easements created Hereby shall be used for ingress and egress for pedestrian travel and vehicular travel by the parties and their successors and assigns and their respective representatives, customers, invitees, and agents. No parking of any vehicles shall be permitted on the easements granted Easement and no rights of cross parking are granted by this Agreement. 5. Construction. 5.1 Permanent Service Drive. Eisler Party may elect to construct the permanent improvements related to the Permanent Set-vice Drive("Constructing Party") in accordance with plans and specifications to be prepared by the Constructing Pauly, and a construction contract for the construction of the improvements by a qualified third party to be prepared by the Constructing Party, subject to the reasonable approval of the other party, and prior to the start of any improvements, temporary or permanent (the "Non-constructing Party"). The Non- Constructing Party shall pay to the Constructing; Party its Pro-Rasa Share (defined as 50% in the case of Wadsworth, and 50% in the case of Sadie Creek) of all of the approved costs to construct the permanent improvements related to the Permanent Service Drive within 30 days of its receipt of written notice of completion of the same from the Constructing Party as well as lien waivers related to the construction. Prior to construction of the permanent improvements required to create the Permanent Service Drive, either party, at its own expense may construct temporary improvements across the area within the Permanent Service .Drive in order to utilize the same. All construction of the improvements to [lie Permanent Service Drive under this paragraph shall be performed by licensed contractors in accordance with all applicable laws and rules and regulations, and shall be warranted against defects against materials and workmanship for a period of one year from completion. 5.2 Lien in Favor of Constructing Party. There is hereby created a claim of lien with power of sale on the Wadsworth Property and the Sadie Creek Property to secure payment of the obligations of the Non-Constructing Party pursuant to this Agreement together with interest thereon at twelve percent(12%) and all costs of collection which may be paid or incurred by the Constructing Party in connection therewith, including reasonable attorney's fees. Upon a default MU UAL CROSS-ACCESS EASEMENT-2 47134.0021,12199972.1 by the Non-Constructing Party in the payment of any sum due hereunder, the C011A acting Narty may cause to be recorded in the office of the County Recorder a claim of lien. The claim of lien shall state the amount of such delinquent sums and other authorized charges (including the cost of recording such claim of lien), a sufficient description of the property against which the same have been assessed, and the name of the record owner thereof. Upon payment to the Constructing Party of all delinquent sums and charges, the Constructing Party shall cause to be recorded a notice stating the satisfaction of such delinquent suns and charges. Such lien may be foreclosed by appropriate action in court or other person authorized to make the sale. Such sale shall be conducted in accordance with the provisions of the Idaho Code applicable to the exercise of powers of sale permitted by law. Upon the determination of which party is the Constructing Party, the Non-Constructing Party agrees to release the lien on the Constructing Party's property upon the request of the Constructing Party. Upon satisfaction of the Non-Constructing Party's obligations set forth in Sections 5.1 and 5.2, the Constructing Party agrees to release the lien on the Non-Constructing Party's property upon the request of the Non-Constructing Party. Each party agrees to subordinate the foregoing lien upon the request of the other party, to a lender who has, or is obtaining a first lien position on the requesting party's property. 5.3 Other Construction. The cost of the construction of improvements on easements outside of the Permanent Service Drive shall be borne by the owner of the property on which such easements are located. b. Relocation Reservation/Access Point. The easements outside of the Permanent Service Drive created hereby are being granted prior to the development of the Wadsworth and Sadie Creek Property. Wadsworth and Sadie Creek have no obligation to make improvements upon their respective property for such easements. Once constructed, Wadsworth hereby reserves the right to relocate the easements outside the Permanent Service -Drive upon the Wadsworth Property after the development of the Wadsworth Property. Once constructed, Sadie Creek hereby reserves the right to relocate the easements outside the Permanent Service Drive upon the Sadie Creek Property either before or after the development of the Sadie Creek Property. Notwithstanding the foregoing, the parties agree that upon development of their respective parcels they shall each extend a paved drive aisle to the point of the Permanent Service Drive designated on Exhibit A as the access point ("Access Point") which shall be connected with the other drive aisles on such party's parcel, and thereafter, in the event of any relocation outside of the Permanent Service Drive, each party shall be obligated to maintain a paved drive aisle which connects to the Access Point and which shall be connected with the other drive aisles on such party's parcel. 7. Each party reserves the right on their respective property to use ally of the areas encumbered by the Easements and grant additional easements over the area subject to the Easements (including but not limited to utility and drainage easements) so long as the same do not conflict the terms of this Agreement. 8. Maintenance. Once constructed, each party shall, at its own expense. insure, maintain, repair and replace any improvements situated within the Easements to the extent such improvements are located on such party's property, including, without limitation, sweeping, seal coating and snow removal and the like; provided, in each instance, the parties shall use M I ITUAL CROSS-ACCESS EASETVI.EVT-3 4713 4.0021.12198972.1 reasonable efforts with one another to coordinate the timing of the performance of such maintenance activities. 9. Easement Obstructions. No fence or other barrier shall be erected or permitted within or across the respective Easements which would prevent or obstruct the passage of pedestrian or vehicular travel; provided, however, that the foregoing shall not prohihit (i) the temporary erection of barricades which are reasonably necessary for security and/or safety purposes in connection with the construction, reconstruction, repair and maintenance of improvements, on the Wadsworth or Sadie Creek Property, including but not limited to utility work, it being agreed by the parties however, that all such work shall be conducted in the most expeditious manner reasonably possible to minimize the interference with the use of the respective Easements by Wadsworth and Sadie Creek, and such work shall be diligently prosecuted to completion, or (ii) the construction of limited curbing or other forms of traffic controls along the outer perimeter of the respective Easement. Wadsworth and Sadie Creek respectively, reserve the right to close off the respective Easements for such reasonable period of time as may be legally necessary to prevent the acquisition of prescriptive rights by anyone; provided, however, that prior to taking such action, the parties shall give written notice to the other of its intention to do so, and to the extent reasonably possible, the parties shall coordinate such closing so that the interruption in the use and enjoyment of the respective Easements are kept to a minimum. 10. Binding on Successors. The easements created hereby shall be binding on the heirs, successors,administrators, executors and assigns of all parties hereto and shall run with the land. 11. Counterparts. This Agreement may be executed in counterparts, each part being considered an original document,all parts being but one document. 12. Indemnification. 12.1 Sadie Creek agrees to indemnify, defend and hold the Wadsworth, and its successors, assigns and agents harmless from any and all claims, liability, losses, costs, charges, or expense that arise from their respective use or use by their respective customers, agents, contractors, employees, invitees,or representatives of the easements granted in this Agreement. 12.2 Wadsworth agrees to indemnify, defend and hold the Sadie Creek, and its successors, assigns and agents harmless from any and all claims, liability, losses, costs, charges, or expense that arise from their respective use or use by their respective customers, agents, contractors,employees, invitees, or representatives of the easements granted in this Agreement. 12.3 The provisions of this Section shall survive any termination of this Agreement. 13. Remedies. In the event of a breach hereunder by any party, the non-breaching party shall have all remedies available at law or in equity, including the availability of injunctive relief. In any suit, action or appeal therefrom to enforce or interpret this Agreement, the prevailing party shall be entitled to recover its costs incurred therein, including reasonable attorneys' fees and disbursements. M UTUAL CROSS-ACCESS LASEMEN'r-4 47134.0021,12198972.1 14. Insurance. shall at all times provide and maintain or cause to be provided and maintained commercial general liability insurance with broad form coverage (including broad form property damage coverage) insuring their use of the Easements with respect to bodily injury, death or property damage or destruction in an amount not less than $2,000,000 for personal injury or bodily injury or death of any one person, $2,000,000 for personal injury or bodily injury or death of more than one person in one occurrence, and $500,000 with respect to darnage to or destruction of property; or, in lieu of such coverage, a combined single limit (covering personal injury, bodily injury or death and property darnage or destruction)with a limit of not less than $2,000,000 per occurrence. Said insurance shall be written with an Ensurer licensed to do business in the state in which the property is located and having rating of at least A-/ViTI in the then current edition of Best's insurance Guide. Each party shall furnish the other party (and their tenants upon request) with a certificate evidencing such insurance upon request. The insurance which a party is required to maintain hereunder may be provided under a blanket policy provided such policy otherwise complies with the requirements of this Agreement. If the limits of such insurance become inadequate due to the changes in overall price level or the size of claims being experienced, the limits shall increase to provide adequate coverage for the Easements in accordance with limits for similarly situated and comparable drive aisles. The parties shall review the insurance limits every five (5)years to determine whether the insurance limits are adequate and negotiate what insurance limits should be required under this section. Any increased insurance limits agreed to the parties shall be memorialized in an agreement between all of the parties and binding on the parties as if the increased limits were set forth originally in this Agreement. 15. Estoppel Certificate. The parties, upon request by the other, will execute and deliver to the other an estoppel certificate setting forth the status of the performance of this Agreement, whether or not the executing party knows of any default under the Agreement, and such other matters as are reasonably requested by the requesting party. The non-requesting party shall have twenty (20) days from its receipt of said estoppel certificate and/or other related documentation to complete and deliver an executed document(s) to the requesting party. 116. Limited Representations and 'Warranties. Each Party represents and warrants to the other Party that it is the owner of its respective property affected by this Agreement, that it has authority to grant the easements herein without the need for any notice to, consent of or subordination by, any other person or entity, and that such easement is and will be flee and clear of all liens, encumbrances and restriction except those appearing of record. 17. Not a Public Dedication. Nothing herein contained shall be deemed to be a gift or dedication of any portion of the easement to the general public, or for any public use or purpose whatsoever, it being the intention of the Parties hereto that this Agreement be strictly limited to and for the purposes herein expressed. Tile right of the public or any person to make any use whatsoever of the Easements herein affected, or any portion thereof (other than any use expressly allowed by a written or•recorded map, agreement, deed or dedication) is by permission and subject to the control of the Parties hereto. Notwithstanding any other previsions herein to the contrary, either Party may periodically restrict ingress or egress from; the Easements herein described in order to prevent a prescriptive easement from arising by reason of continued public MUTUAL CROSS-ACCESS EASEMENT-5 ,17 l3 d,002 L.12 r 98972.1 use. Any restriction on ingress and egress shall be limited to the minimum period necessary to prevent the creation of a prescriptive easement and shall occur at sUclr at, time as to have a minimum efieet on the Parties. 18. Amendment. This Agreement can only be amended, modified or terminated by a written instrument, signed by all parties awning a fee interest in any portion of Wadsworth Property or the Sadie Creek Property. Any such amendment shall be recorded at the office of the Ada County Recorder. However, nothing herein shall be deemed to prevent either Party from making changes to its property only, so long as such changes do not materially and adversely affect the easements and rights granted herein. 19. Not a Partnership; No Third Party Rights. The Parties do not by this Agreement, in any way or for any purpose, become partners or joint venturers of the other Party in the conduct of their respective businesses or otherwise. The provisions of this Agreement relating to the granting of easements are solely for the purpose of providing ingress and egress as provided herein. This Agreement is not intended to create, not- shall it be in any way interpreted or construed to create, any third party beneficiary rights in any person not a party hereto. 20. Notices. All notices, demands and requests required or desired to be given under this Agreement must be in writing and shall be deemed to have been given as of the date such writing is (i)delivered to the party intended; (ii) delivered to the then current address of the party intended, or (iii) rejected at the them current address of the party intended, provided Such Writing was sent prepaid. The initial address of the signatories hereto is: Sadie Creek: L,andBaron Investments Attn: Robert R. Black Jr. 10789 W. Twain Ave. Second Floor 702-851-3999 Telephone rblaicic landbaroninv.com Lmail Wadsworth: Wadsworth Acquisitions, LLC Attn. Roman Groesbeck 166 C. 14000 S., Suite 210 Draper,UT 84020 (801) 748-4088 Telephone Eo_Man@wadsdey.rtrtn Email Upon at least ten (10) days' prior written notice, each parry shall have the right to change its address to any other address within the United States of America. [This space inlenlionally left blank .Signcrrtrres crppeur nn following page.] MUTUAL CROSS-ACCESS EASEMENT-6 47134,0021.12198972.1 IN WITNESS WHEREOF, the undersigned have caused this Agreement to be executed the day and year first written above. WADS WORTH: WADSWORTH MERIDIAN, LLC, a Utah limited liability company and/or its assigns By: Wadsworth& Sons, LLC, a Utah limited liability company Its: Manager By -- Name: Its SADIE. CREEK: SADIE CREEK COMMONS LLC, an Idaho limited liability company By: Nam C its M UTUAL CROSS-ACCESS EASEMENT-7 4713 4.0021.12198972.1 STATE OF UTAH ) ) ss. COUNTY OF SALT LAKE ) On this._ day of , 2020, before nie, a Notary Public within and for said County, personally appeared to me personally known, being first by me duly sworn, did say that he is the of Wadsworth & Sons 11I, LLC, Manager of Wadsworth Acquisitions,LLC, a Utah limited liability company. NOTARY PUBLIC Residing at My Commission Expires STATE OF NEVADA ) ) ss. County OF CLARK ) On this I "day of he , 20_W before me ""VI � personally appeared-j .�} , known or identified to me (or proved to me on the oath of �__), to be one of the members or managers of the limited liability company of SADIE CREEK COMMONS LLC, an Idaho limited liability company and the member or manager who subscribed said company name to the foregoing instrument, and acknowledged to me that [he/she] executed the same in said company name. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.. •J A tw �[Bedwd "PARY PUBLIC rOR NEVADA o� STATE OF WVADA Residing at lg, 19R 1r,I- '�N1Q��J�_ �� T�l L✓c v 1. My Commission Expires 1 `-D ' MUTUAL CROSS-ACCESS EASEMENT-8 47134.0021,12198972.1 IN WITNESS WHEREOF, the undersigned have caused this Agreement to be executed the day and year first written above. WADSWORTH: WADSWORTH MERIDIAN,LLC, a Utah limited liability company and/or its assigns By: Wadsw rth & Sons, LLC, a Utah limi liability company Its: Manager By: Name: • Its U6 SADIE CRE K: SADIE CREEK COMMONS LLC, an Idaho limited liability company By: Name: MUTUAL CROSS-ACCESS EASEMENT-7 47134.0021.12198972.1 STATE OF UTAH } ) ss. COUNTY OF SALT LAKE ) On this��`'`_day of ::y ,ac , 2020, before me, a Notary Public within and for said County, personally appeared u_.a �A� � � to me personally known, being first by me duly sworn, did say that he is the ce of Wadsworth & Sons, LLC, Manager of Wadsworth Meridian, LLC,a Utah limited liability company, RQ8£RT R AN GROES6 CK NOTARY PUBLIC Notary public-State of Utah Commisston Number;m41s Residing at_gyp-kj f My Commlestan tzxplres on M My Commission Expires ar.�a,2024 STATE OF 1DAHO ) ss. County of ) On this day of —, 20, before me personally appeared known or identified to me (or proved to me on the oath of , to be one of the members or managers of the limited liability company of SADI(E CREEK COMMONS LLC, an Idaho limited liability company and the member or manager who subscribed said company name to the foregoing instrument,and acknowledged to me that[he/she]executed the same in said company name. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. NOTARY PUBLIC FOR IDAHO Residing at My Commission Expires MUTUAL CROSS-ACCESS EASEMENT-8 47134,0021.12198972.1 Schedule I Wads�wlrtll's Property Legal Descrii Lion A parcel of land tying in die NE is of the NE`ta of Section 5.Township 3 North,Range 1 East,Boise Meridian,Ada County,Idaho,said liurcel is also known as Parcel 8 of Record of Survey No.6418.recorded Februam 13,2004 as Instrument No, 104016722,of otlicial records,king more parlicularly dcscribLd as follows, COMMENCING at a found brass cap marking the Northeast corner of said Section 5,TmAinship 3 North, Range I E[ist,Boise Meridian,Ada Corm v, Idaho,said brass cttl)tears North 89'39'?0"Past 2656.46 feet from a set SIX" iron pin nrerking the North quarter corner of said Section 5,&aid brass cap also hears'North t70'00'titY'West 2611.41 fret(formerly 2611,50 feet)from a found brass cap marking the East quarter conger orsaid Scelkin 5; Thence South€0100*00"F Lst 400.00 feet along fie Fast boundary of the said NE 14 of the NE 'tA or Section 5 to a point; Thence Nortln 84°06'00" West(formerly North 93a27'47"West and North 94`04'West)51.29 feet to a set 5'8"iron pint lying on the Westerly right-of-way of State Highway 55(Eagle Road).said pin also marking the REAL POINT OF BEGINNING. Thence continuing North 84606'00"West(fitmterly North 94 04' West)428.70 feet to a set 5r'8"iron pin; Thence North 8['54'00"Wcsl 24,72 feet to a yet 5/8•'iron pill; Thence North 0l`'05'59"East(lornterly North 1°24'39"least 316.S1 feel)319.26 ti,ct to a found 5/8"iron{tin lying on the Southerly right-of-way of bstick Road; Thence North 89"39'20"Cast 452,81 feet along the said Southerly right-of-way of Us€ick Road to a set 5/8" iron pin marking the right-of-way intensection of said Ustick Road and said State highway 55(Eagle Road): Thence South 01'14'39"West 369.56 feet along the said Westerly right-of-way of State Highway 55(Eagle Road)to the POINT OF BEGINNING, FXCEPTING TUREFROM a parcel of land being a portion ol'that Iratct ol'land as described in A'artanty Deed tnstrurnew No. 106019522,Ada County Rccurd;,said parcel hein`,simated in the NE '4 of the NE 1/h of Section 5,Township 3 North.Mange t East,Boise Meridian,Ada County, Idaho,is more particularly described as follows: COMMENCING at the Northeast corner of said Section 5. Thence along the North line or said section North 89°44'39"West,42,45 feet: Thence laving said section line South 0l-50'34'.'Wcs1.25.00 rect to the Northeast corner orsaid tract being the POINT OF REGINNING, Thence continuing along the East line of said tract South 01050*34"W"t,63.90 feet. Thence leaving said East tin:North 4315W 11"West,45.83 feet to a poitit being 56.00 feet South of the North line of said Section 5; Thence along a line parallel with and 56,00 feet South of said section line north 89°44'39"West. 18140 feet, Thence leaving said parallel line North 85n25'46"West, 180.57 feet: Thence Notch 88°4715"Vilest,58,01 feet io the West line of said tract; Thence along said Vilest lino North 01"41'54"T act, 16_45 feet to a point�xirlg 25.{l0 feet South of the North line of said Section S. Thence along a line parallel with and 25.00 feet South ufsaid section line South 89144'39"T act,452.80 feet to the POINT OF BEGINNING. M UTUAL CROSS-ACCESS EASE:M1• ENT-9 4 713 4.0021.1219 8972.1 Schedule It Sadie Creep's Property A parcel of land located in Government Lot 1 in the Northeast One Quarter of Section 5,Township 3 North,Range 1 East,Boise Meridian,City of Meridian,Ada County,Idaho,being more particularly described as follows: Commencing at the Northeast Corner of Section 5 of said Township 3 North, Range 1 East,(from which point the North Quarter Corner of said Section 5 bears South 89"39'20"West,2656.46 feet distant); Thence South 89'39'20"West,a distance of495.33 feet on the north line of said Section 5; Thence South 01"05'59"West,a distance of 41.45 feet to a point on the easterly boundary line of that Parcel as described in Warranty Deed Instrument Number 2017.094272 of Ada County Records,and on the southerly right-of-way line of East Ustick Road,said point also being the POINT OF BEGINNING; Thence South 01°05'59"West,a distance of 302.81 feet on the exterior boundary tine of said Warranty Deed parcel; Thence South 810 54'00"East,a distance of 24.72 feet on the exterior boundary line of said Warranty Deed parcel; Thence South 84°06'00"East, a distance of 428.70 feet on the exterior boundary line of said Warranty Deed parcel to the Northeast Corner of Parcel C as described in Warranty Heed Instrument Dumber 2017-094272 of Ada County Records,said point being on the westerly right- of-way line of North Eagle Road; Thence South 01'14'39"West,a distance of 276.81 feet to a point on the Northerly boundary line of Bienville Square Subdivision,as same is shown on the Plat thereof, recorded in Book 102 of Plats at Page 13495 of Ada County Records; Thence North 83'54'00"West,a distance of 510.21 feet on said Northerly boundary line; Thence North 71'28'10"West,a distance of 803.90 feet on said Northerly boundary line to a point on the East boundary line of Carol's Subdivision No.a,as same is shown on the Plat thereof,recorded in Hook 39 of Plats at Page 3248 of Ada County Records; Thence North 00'15' 11"West,a distance of 305.79 feet on said East boundary line to a point on the Southerly right-of-way line of East Ustick Road; Thence on said Southerly right-of-way line of East Ustick Road for the following courses and distances; Thence North 89"39'20" East,a distance of 125.16 feet; Thence South 45'58'a5"East,a distance of 40.04 feet; Thence North 894 39'20"East,a distance of 59.00 feet; Thence North 44"47'01"East_,a distance of 53-86 feet; Thence North 89"39'20"East,a distance of 374.57 feet; Thence South 89`23'16"East,a distance of 206.36 feet to the POINTOF BEGINNI The above described parcel contains 11.38 acres more or less. M UT UAL CROSS-ACCESS EASE ME,NT- 10 47134.0021.1219 8972.1 Seli!edule III Legal Description of Permanent Service Drive An easement located in Government Lot 1 in the Northeast Quarter of Section 5,Township 3 North, Range 1 East, Boise Meridian,City of Meridian,Asia County,Idaho, being more particularly described as follows: Commenting at the Northeast Corner of Section 5 of said Township 3 North,Range 1 East,(from which the North Quarter Corder of said Section 5 bears South BV39'20"West,2656.46 feet distant); Thence from said Section Corner,South 89039'20"'West,a distance of 495.33 feel on the north line of said Section 5; Thence South 01"05'59"West,a distance of 41.45 feet to a point on the southerly right-of-way line of East Ustiek Road,sald point being the Northeast corner of Parcel "E', as shown on Record of Survey Number 11747 of Ada County Records,said point being the POINT OF BEGINNING; Thence South OP 05' 39"West,a distance of 302.81 feet on the east line of said Parcel"E"; Thence South 81"54'06"East,a distance of 24.71 feet; Thence South 84'06'00"East,a distance of 6.32 feet to a point of curve, Thence leaving said east parcel line,9.08 feet on the arc of a curve to the right,.said curve having a radius of 121.60 feet,a central angle of 04'16'39", a chord bearing of South 29'38'40"East, and a chord length of 9.08 feet; Thence South 31'49'01"West, a distance of 5.86 feet to a point of curve; Thence 28.16 feet on the arc of a curve to the right,said curve having a radius of 116X0 feet,a central angle of 13'50'22", a chard bearing of South 19'07'02" East,and a chord length of 28.10 feet; Thence South 12'11'51"East, a distance of 34.62 feet; Thence South 14'31'19"East,a distance of 67,31 feet; Thence South 14'31'19" East,a distance of 67.31 feet; Thence South 14'31' 19" East,a distance of 5129 feet to a point of curve; Thence 41.54 feet on the tare of a curve to the right,said curve having a radius of 115.50 feet,a central angle of 20"36'23",a chord bearing of South 04' 13'07"East,and a chord length of 41,32 feet, Thence South 06"23'24"West,a distance of 29.12 feet to a point of curve; Thence 2.74 feet on the arc of a curve to the left,said curve Having a radius of 29.00 feet,a central angle of 054 2S'07",a chord bearing of South 03"22'31"West,and a chord length of 2.74 feet; Thence South 00"39'S7"West,a distance of 0.95 feet to a point on the northerly right-of-way line of East Picard Lane(Private); Thence North 83'54'00"West,a distance of 30.21 feet on said northerly right.of-way line to a point of curve; MLITCIAL CROSS-ACCESS EASENIE.N'r- 11 47134.0021.12198972.1 Thence leaving said northerly right-of-way line,7.25 feet on the arc of a curve to the left,said curve having a radius of 14,50 feet,a central angle of 28'39'28",a chord bearing of North 20' 24'48"East,and a chord length of 7.18 feet; Thence North 06'05'04" East,a distance of 25.38 feet to a point of curve; Thence 15.46 feet on the arc of a curve to the left,said curve having a radius of 43.00 fleet,a central angle of 20'36' 23",a chord bearing of North 04'13'07"West,and a chord length of 15.38 feet; Thence North 14'31' 19"West,a distance of 92.13 feet; Thence North 14'31'18"West,a distance of 103.14 feet to a point of curve; Thence 46.15 feet on the arc of a curve to the left,said curve having a radius of 84.10 feet,a central angle of 31'26`41",a chord bearing of North 30'14'39"West,and a chord length.of 45.58 feet; Thence North 01'Oa'59"East,a distance of 246.21 feet; Thence North 02'12'25"West,a distance of 25.14 feet to a point of curve; Thence 46.81 feet on the arc of a curve to the left,said curve having a radius of 29.58 feet,a central angle of 90'40'22",a chord bearing of North 44'23'17"West,and a chord length of 42.08 feet; Thence North 00'36'q4" East,a distance of 9.60 feet to a point on the southerly right-of-way line of East U5tick Road; Thence South 89'2.3' 12"East,a distance of 45.52 feet on said southerly right<of-way line,to tl POINT OF BEGINNING. MVIVALC:ROSS-ACCESS EASEMENT- 12 4 7134.0021.12198972.1 NORTHEAST CORNER FMTH IN CORNER SECIV 3 r SECTION5 T.3N..RAL,a-M. UN,ME,RM. � 1 FVIV RW F0V A0.51i OF ilEAp V 5.32 S 33 E. USP1C11 ROAD S9913M'W 26%45'T,4h. 1. O 2SB1.iS L19 � ,� •�}OR 49r 33" '1'.71F.. .SE.9.A1. $.5 S 5.i Ltd- --'.�•�—-- CS L17• UMVAUErCKMIRARLE o _"- •oI ! REMAAMIFWST ae IG VVE CREEK COMM LLC I L3 K 1IA L4 i ya -C �1 RiSALCES3FASE11[FHT psi `0 1 AREktOa2l Mix1W9.750.FT.1^' LIP L13 ilo NM �"STS�1N 7G3•AC�. � "�" TiF LIRE' 1 - EAST 174 COjt1IER SECT�F)s r.3H.RtE.,a Al MLJ,rUAL CROSS-ACCESS EASEMENT'- 13 47134M21.12198972.1 Line Table Curve Table LINE BEARING LENGTH CURVE LENGTH RADIUS DELTA CHORD REARING CHORD LENGTH L1 501° 59"W 41.45' C1 9.08, 121.60' 4'16'39" S29'38'40"E 9.08' L2 S01'052M 302.61' C2 28.16' 116.60' 13°50'22" S19°07'02"E 28,10, 0 S81'S4%1 24.71' C3 41-54' 115,50' 20°3623" SO4"13'071E 41.32' L4 S84°08'OD^E 6.32' C4 2.74' 29.00' 515V S03°2231'W 2.74' L6 S31'49' m 5.86' G5 7,25' 14ZO 28°39'26" N2024'481 7.1B' L6 S12°11'51'E 34.62' C6 15.46' 43.00' 2p°3V3' 1104'131)7W 15.36 L7 S14°31191 67.31' 07 46.15' 84.1(r 31'26'41" N30'14'39"W 45,58 L8 S14'31'19'6 67.31' G8 46.81' 29.58 90'4022" 14441TIM 42.00 L9 S14'31'191 5.29' L I O SO6°23 M 28.12' L11 S00''3"7°W 0.95' 02 N83'54" 3021, L13 N06'05'04T 25 M L14 N14°31'19'W 91.13' M N14°31118'W 103.14' L16 NO1°OS159"E 246.21' L17 NOV 1225`W 25.14 L18 NOO`36'44°E 9,60 L19 S60°23'12'F 45.52' MUTL)AL CROSS-ACCESS EASENIENT-14 4 713 4.0021.12198972.1 An easement located in the Government Lot 1 in the Northeast Quarter of Section 5,Township 3 North, Range 1 East,Boise Meridian,City of Meridian,Ada County, Idaho,being more particularly described as follows: Commencing at the Northeast Corner of Section 5 of said Township 3 North,Range 1 East,(from which point the North Quarter Corner of said Section 5 bears South 89'39'20"West,2656.46 feet distant); Thence from salad Section Corner,South 89'39'20"West,a distance of 495.33 feet on the North line of said Section 5; Thence South 01"05'59"West,a distance of 41.45 feet to a point on the Southerly right-of-way line of East Ustick Road,said point being the Northeast corner of Parcel"E',as shown on Record of Surrey Number 11747 of Ada County Records,said point being the POINT OF BEGINNING; Thence South 99'23'.16"East,a distance of 40.76 feet on said Southerly right-of-way lime; Thence leaving said southerly right-of-way line,South 38'12'30"West,a distance of 16.62 feet; Thence South OW 12'44"West,a distance of 6,33 feet; Thence South 61'33'48"West,a distance of 11.78 feet; Thence South 03'23'23"West,a distance of 39.58 feet; Thence South 01'05'S9"West,a distance of 210.71 feet to a point of curve; Thence 27.77 feet on the arc of a curve to the left,said curve having a radius of 44.50 feet,a central angle of 356 45'37",a chord bearing of South 16'46'S0"East,and a chord length of 27.33 feet; Thence South 33'13'19"East,a distance of 6.11 feet to a point on the Northerly boundary line of Parcel"E"of said Record of Survey 11.747; Thence North 84'06'00"West,a distance of 6,32 feet on said Northerly boundary line; Thence North 81'54'00"West,a distance of 24.72 feet on said Northerly boundary line; Thence North 01'05'S9"East,a distance of 302.81 feet the POINT OF BEGINNING. The above described area contains 0.14 acres more or less, MUTUAL CROSS-ACCESS EASE 1IENT- 15 47134.0021.12198972.1 hcs 1NEAST CORKA NORTH 1A CORNER SECTION 5 SECTION 5 TIN:,R M.8 M. T.M.R.1E.,B.Mj 1 FkWt RtW-- RfW• BASIS Of UAI1AId'�y s.aa as3 8. CISTlCK f20A11 _ _ 589^392Q'W 265846'TAN. l. it — M. w. Y481.13' [2 49533 TMA.TE.9A S5 •5 n W + POe I�� !I� + I LTOESACCE33 EASiMUT 1 a A8E0_'x0.144Atf2.0566S0FT,1 f a4 Ilf� h ff I 5ON vALLEYCHaAttABIE ' v!w 5AO16 faiE.:tCOMNtAhS LLL I I 1 REI.f SMER 1R06T I W 1 [3 I � 36 I - EA5T Ili COR4Is—� SECTION 5 T.9R.,R IE.8.Id. Line Table LINE BEARING LENGTH L1 N01'05191 41.45' LZ S0923161 40.76' L3 538'12'30'W 16.62' L4 SOO'12'4419 6,33' LS S61'33'48 W 11.78' L6 S0323'23 W 39.58' L7 801°05'991RJ 210.71, L8 S33'13'19"E 6.11' L9 N84'06'001V 6.32' L10 W54'0 V 24.72' L11 N01'09'591 302.81' Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 Z7,77' 44.50 W 6'37• SlV46'SO'E 27.33' MUTUAL CROSS-ACCESS EASEMENT-16 47134.0021.12198972.1 {.•,tip_`.._---�-:-.,�---..--r � �.�- = _- •,n~,..,,, � - !-ff rr IC � � m ��.jr. �•: :- � Mzzm RIC 1�q w7r ■ E r &M H x ANNE ��"■� �. �'� fir•;.�,��- � � � � �@��I ,�- Mal log a Belli In ow u #I i43ci r +i • +err r i �-". n's �i0 , r1golin Moll • r