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HomeMy WebLinkAboutPH #1 265 W. Chubbuck Rd.CHUBBUCK 1 0 A H A Community Services Department Planning Services Division 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us APPLICATION FOR A CONDITIONAL USE PERMIT FOR TOWNHOMES IN A GENERAL COMMERCIAL (C-2) ZONE CITY OF CHUBBUCK LAND USE AND DEVELOPMENT COMMISSION REGULAR MEETING ON AUGUST 13, 2024 SUMMARY DESCRIPTION: An application for a Conditional Use Permit for townhomes to be located at 265 W Chubbuck Rd, in Chubbuck, Idaho on 1.22 acres in the General Commercial (C-2) zone. The application will be reviewed against criteria in section 18.28.020.C.5 of City Code. Type of Action: Decision. STAFF FINDINGS: After reviewing the application and related materials, staff finds that it meets the standards established by the City for a Conditional Use Permit (CUP). • Townhomes are conditionally permitted in the General Commercial (C-2) zone. The Design Review Committee has reviewed the site plan against technical requirements of the City as required by city code and requested some revisions from the developer; the committee's recommendations are reflected in the site plan included with this report. The Committee did not approve the land use and only reviewed technical requirements: o The committee directly reviews and approves such details as parking, landscaping, access, utility services, and sanitation. o The Land Use and Development Commission may approve other or more stringent conditions on the proposal. The applicant has met City Code requirements to be heard for a CUP. Staff recommends approval of the proposed CUP and Findings of Fact and Conclusions of Law with the following conditions: o Approve revised layout showing 3 buildings, 8 units each. o All construction plans and other documents to be updated accordingly. o Project to meet requirements maintaining irrigation lines through the property to other users. FACTS BACKGROUND: The property consists of two parcels, with a house and garage on the smaller parcel closer to the street. The rear parcel is undeveloped. Together the 1.22 acre site is long and slender — approximately 80 feet wide at the street and 630 feet deep. At the south end of the property are the Redman and Stuart lateral canals. The original proposal, which includes construction plans, was for 24 townhomes in 2 buildings — each with 12 units. City Code limits townhome buildings to no more than 8 units per structure. The applicant has revised the design of the buildings and layout to 3 buildings, 8 -units each. The construction plans and other details will be reflected in the plat. TYPE OF COMMISSION ACTION: Quasi -Judicial (Subject to appeal; decisions must be supported by the evidence and by applying law to the facts; decisions shall be based on the criteria and standards for approval per section 18.28.020.C.5 of City Code). The Commission may approve with or without conditions, may table a decision, or may deny the application. APPLICANT: OWNER: Wyatt Radke Kurt Hathaway A&E Engineering (Representing House Buyers 208) 845 W Center St, Suite E 2646 Limerick Cr Pocatello, ID 83204 Idaho Falls, ID 83404 LOCATION: The site address is 265 W Chubbuck Rd. SUBDIVISION: Not platted; plat is in process. PARCEL NUMBERS: RPRCCPCO28401 and RPRCCPCO28402. COMPREHENSIVE PLAN FUTURE LAND USE MAP DESIGNATION: Commercial REFERENCE MAP: lao�t-\ CHUBBUCK 1 0 R H 0 7 AWN.q 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us SITE CHARACTERISTICS & ZONING CURRENT ZONING: General Commercial (C-2) CURRENT LAND USE: Single Family Residential EXISTING STRUCTURES: House and garage PROJECT SIZE: 1.22 acres TOPOGRAPHY: Flat — no slope concerns VIEWS: Standard IRRIGATION FACILITIES: Surface water rights SURROUNDING LAND USES AND ZONING RECENT TRAFFIC COUNTS: Chubbuck Rd, W of Yellowstone: 13,344/day. Level of service: C Chubbuck Rd, E of Hawthorne: 15,846/day. Level of service: E NORTH: Single-family residential; General Commercial (C-2) and Limited Residential (R-2) EAST: Single-family residential; General Commercial (C-2) SOUTH: A single-family home and a vacant lot; General Commercial (C-2) and Limited Residential (R-2) WEST: Apartments and single-family homes; General Commercial (C-2) and Planned Unit Development (PUD) SERVICES: ACCESS STREET: Chubbuck Rd EMERGENCY SERVICES: City of Chubbuck CULINARY WATER SERVICES: City of Chubbuck SEWAGE DISPOSAL: City of Chubbuck PRESSURIZED IRRIGATION: Bulk of the site has surface water rights PROCESS APPLICABLE LAWS AND PLANS: 1. Idaho Statutes §67-6512: Special Use Permits, Conditions, and Procedures 2. Chubbuck Comprehensive Plan (as amended) 3. Chubbuck City Code Title 18: Land Use, particularly: a. Chapter 18.08: Land Use Districts and General Controls b. Chapter 18.16: Design Overlay District and Criteria c. Chapter 18.28.020: Conditional Use Permits (CUP) Procedures PROCEDURES: 1. In accordance with City Code 18.28.020 and the current fee resolution, a complete petition and fees for a Conditional Use Permit were filed with the City at least 29 days prior to the public hearing which contained the appropriate documents. 2. In accordance with City Code 18.28.010, the application is scheduled to be heard at a Regular Meeting of the Land Use and Development Commission at a public hearing. 3. In accordance with City Code 18.28.010 and Idaho Statutes §67-6509 and §67-6512, notice of the public hearing was provided at least 15 days prior to the public hearing: a. Publication in the Idaho State Journal; CHUBBUCK 1 0 R H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us b. Notice posted on the premises; c. Mailing to owners of property within a 300 ft. radius of the site; and d. Notice sent to utilities and political subdivisions providing services within the City; and e. Notices posted prominently at the City office and on webpage. 4. The hearing will be conducted in accordance with procedures established by City Code 18.28.010 and Resolution No. 2021-06. PUBLIC COMMENTS: See Exhibit 7: Comments Received. POLITICAL SUBDIVISION/AGENCY COMMENTS: No written comments were received as of this report. GENERAL REQUIREMENTS AND PROCEDURES The following code regarding CUPS should be used in evaluating and weighing the application: 18.28.020.CS. Standards for Approving a CUP: A CUP may only be approved if the Commission makes affirmative findings of fact on each of the following standards. These are addressed by the applicant with the submittal (see attached) in section E8: 1. The proposed use is conditionally permitted in the subject zoning district and complies with all of the applicable provisions of city code unless modified through the conditional use permit process. 2. The proposed use is generally not in conflict with the goals, objectives, and policies of the adopted Comprehensive Plan. 3. The proposed use is compatible with other existing and permitted uses in the general vicinity. 4. The proposed use is harmonious in scale, mass, coverage, density, and intensity with all adjacent permitted land uses. 5. The proposed use would not place an undue burden on transportation, police, fire and EMS protection, water/sewer, schools, and other public facilities or agencies, in the vicinity. 6. The proposed use, if it complies with all conditions imposed, will not adversely affect other properties or the environment in the vicinity to a materially greater extent than would uses permitted outright by this Code. 18.28.020.C6. Conditions for Approval: To make affirmative findings relating to the standards established in section 18.28.020.C.5, the Commission may condition approval of the permit on compliance, including but not limited to, the following: 1. Conformity to approved plans and specifications. CHUBBUCK 10 R H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us The Comprehensive Plan Future Land policy designates the area as Commercial, which is supported by the Limited and General Commercial zones (C-1 and C-2). Townhomes at this location, near the core of the city activity center, meets other requirements of the Comprehensive Plan, particularly in the provision of Housing. 2. Provision of open spaces, pathways, buffer strips, walls, fences, landscaping, and lighting. The site design includes internal sidewalk the length of the property, lighting on the exterior of the building, landscaping throughout, and open space with a play area between buildings and additional open space along the canal easements. I Minimizing adverse impact on other development. Standard developments in the C-2 zone are allowed to build up to the rear and side property lines with no setback and up to 70' high. The proposed site plan, and recommended by the Design Review Committee, includes: a. The project will close one of the driveways and have only one access to Chubbuck Rd. b. The maximum height allowed in the neighboring R-2 zone is 35'. While the C-2 zone allows buildings as high as 70, the proposed buildings are under 30' tall, similar to the neighboring apartments in the PUD to the west. 4. Controlling the sequence and timing of development. Because the project is not building any new street and utilities are stubbed into the property, the sequence and timing should not disrupt traffic or utility service provision. 5. Assuring that development is maintained properly. The townhomes will be individually owned, and common property managed by the owners. All will have a vested interest in keeping their homes and common area maintained. 6. Designating the provision of on-site or off-site public facilities or services. There are no outstanding issues. 7. Requiring more restrictive standards than those generally required by the Code. The development is adhering to higher and more restrictive standards than are normal requirements for the C-2 zone. 8. Requiring the mitigation of effects of the proposed development upon service delivery to the property by any political subdivision, including school districts. The existing infrastructure is prepared to accommodate utilities and traffic for development of the site. No comments have been received from utilities, the school district, or other political subdivisions. /944c_\ CHUBBUCK 1 0 R H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us STAFF RECOMMENDATION Based on the Standards for Approving a CUP, and Conditions for Approval above, staff recommends approval of the Findings of Fact and Conclusions of Law, with the proposed use, site plan, and other details of the project as presented, with the following conditions: 1. Approve revised layout showing 3 buildings, 8 units each. 2. All construction plans and other documents to be updated accordingly. 3. Project to meet standard requirement to maintain irrigation lines through the property to other users. :Veil 1ht0 1. Findings of Fact and Conclusions of Law 2. Application Materials 3. Current Zoning Map 4. Comprehensive Plan A. Future Land Use Map B. Comprehensive Plan Policies Relevant to the Application 5. Design Review A. Application Materials B. Design Review Clearance 6. Evidence of Notice A. Idaho State Journal Public Notice B. Notice to Neighboring Property Owners C. Notice Area Surrounding Properties D. Mailing List of Area Property Owners E. On-site Posting 7. Comments Received REPORT: Don Matson, MSP I AICP Staff comments in this report are based Planning Manager solely upon evidence available at the time dmatson@cityofchubbuck.us 1 (208) 239-3252 of the report. Additional information may be DATE: August 6, 2024 brought to light at or before the hearing. CHUBBUCK 1 0 R H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us CHUBBUCK 1 0 A H 0 ,. .. Hidden Valley CUP Exhibit 1: FFCL LAND USE & DEVELOPMENT COMMISSION 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us FINDINGS OF FACT & CONCLUSIONS OF LAW A CONDITIONAL USE PERMIT FOR TOWNHOMES IN A GENERAL COMMERCIAL (C-2) ZONE FACTS REQUEST: An application for a Conditional Use Permit for townhomes to be located at 265 W Chubbuck Rd, in Chubbuck, Idaho on 1.22 acres in the General Commercial (C-2) zone. The application will be reviewed against criteria in section 18.28.020.C.5 of City Code. Type of Action: Decision. TYPE OF COMMISSION ACTION: Quasi -Judicial (Subject to appeal; decisions must be supported by the evidence and by applying law to the facts; decisions shall be based on the criteria and standards for approval per section 18.28.020.C.5 of City Code). The Commission may approve with or without conditions, may table a decision, or may deny the application. APPLICANT: OWNER: Wyatt Radke Kurt Hathaway A&E Engineering (Representing House Buyers 208) 845 W Center St, Suite E 2646 Limmerick Cr Pocatello, ID 83204 Idaho Falls, ID 83404 LOCATION: The site address is 265 W Chubbuck Rd. SUBDIVISION: Not platted; plat is in process. PARCEL NUMBERS: RPRCCPCO28401 and RPRCCPCO28402. SITE CHARACTERISTICS & ZONING CURRENT ZONING: General Commercial (C-2) CURRENT LAND USE: Single Family Residential EXISTING STRUCTURES: House and garage PROJECT SIZE: 1.22 acres TOPOGRAPHY: Flat — no slope concerns VIEWS: Standard IRRIGATION FACILITIES: Surface water rights RECENT TRAFFIC COUNTS: Chubbuck Rd, W of Yellowstone: 13,344/day, level of service: C Chubbuck Rd, E of Hawthorne: 15,846/day, level of service: E SURROUNDING LAND USES AND ZONING NORTH: Single-family residential; General Commercial (C-2) and Limited Residential (R-2) EAST: Single-family residential; General Commercial (C-2) ,.......................... Hidden Valley CUP Exhibit 1: FFCL CUP Approval """"""""' SOUTH: A single-family home and a vacant lot; General Commercial (C-2) and Limited Residential (R-2) WEST: Apartments and single-family homes; General Commercial (C-2) and Planned Unit Development (PUD) SERVICES: ACCESS STREET: Chubbuck Rd EMERGENCY SERVICES: City of Chubbuck CULINARY WATER SERVICES: City of Chubbuck SEWAGE DISPOSAL: City of Chubbuck PRESSURIZED IRRIGATION: Bulk of the site has surface water rights APPLICABLE LAWS AND PLANS: 1. Idaho Statutes §67-6512: Special Use Permits, Conditions, and Procedures 2. Chubbuck Comprehensive Plan (as amended) 3. Chubbuck City Code Title 18: Land Use, particularly a. Chapter 18.08 Land Use Districts and General Controls b. Chapter 18.28.020 Conditional Use Permits (CUP) Procedures PROCEDURES: 1. A design review clearance was obtained July 10, 2024 in accordance with Chapter 18.16: Design Review Criteria of City Code. 2. In accordance with City Code 18.28.020 and the current fee resolution, a complete petition and fees for a Conditional Use Permit were filed with the City at least 28 days prior to the public hearing and which contained the appropriate documents. 3. In accordance with City Code 18.28.010, a public hearing was scheduled before the LUDC at the August 13, 2024 regular meeting of the Commission. 4. In accordance with City Code 18.28.010 and Idaho Statutes §67-6509 and §67-6512, notice of the public hearing was provided at least 15 days prior to the public hearing as follows: a. Publication in the Idaho State Journal; b. Notice posted on the premises; c. Mailing to owners of property within a 300 ft. radius of the site; d. Notice sent to utilities and political subdivisions providing services within the City; and e. Notices posted prominently at the City office and on webpage. 5. A public hearing was conducted in accordance with procedures established by City Code 18.28.010 and Resolution No. 2021-06. PUBLIC AND AGENCY COMMENTS: Public and agency comments were taken in accordance with statutory requirements. RECORD: The record is on file with City of Chubbuck Staff and consists of the application materials, staff reports and memos, public and agency testimony, meeting minutes, and applicable portions of city and state law. CHUBBUCK 1 0 R H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us r ...... ................ Hidden Valley CUP Exhibit 1: FFCL CUP Approval FVt'r71- FICC""""""""'r FINDINGS Having reviewed the record, including the application materials, staff report, testimony provided at the hearing and meeting, and the criteria for approval of a Conditional Use Permit as found in city code section 18.28.020.C5 and the ability to impose conditions of approval in accordance with section 18.29.020.C6, the Land Use and Development Commission finds the following: 1. Conditions of Approval necessary to approve the Permit are (if any): a. Approve revised layout showing three buildings, eight units each. b. All construction plans and other documents to be updated accordingly (three eight -unit buildings. c. Project to meet standard requirement to maintain irrigation lines through property to other users. e. f. 2. The proposed use is conditionally permitted in the subject zoning district and complies with all of the applicable provisions of city code unless modified through the conditional use permit process. 3. The proposed use is generally not in conflict with the goals, objectives, and policies of the adopted Comprehensive Plan. 4. The proposed use is compatible with other existing and permitted uses in the general vicinity. 5. The proposed use is harmonious in scale, mass, coverage, density, and intensity with all adjacent permitted land uses. 6. The proposed use would not place an undue burden on transportation, police, fire and EMS protection, water/sewer, schools, and other public facilities or agencies, in the vicinity. CHUBBUCK 1 0 R H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us r .......................... Hidden Valley CUP Exhibit 1: FFCL CUP Approval Form=rrcr.................. The proposed use, if it complies with all conditions imposed, WILL NOT adversely affect other properties or the environment in the vicinity to a materially greater extent than would uses permitted outright by this Code. ORDER: CONCLUSION AND DECISION; PERMIT TERMS 1. The Land Use and Development Commission, pursuant to the aforementioned, finds that the request for a Conditional Use Permit as herein described, shall be APPROVED. Pursuant to Idaho Code § 67-8001 et seq., the Commission makes the following findings with respect to the decision in this action: a. This Action does not deprive the owner of the property of all viable uses of the property. b. This Action does not have a significant impact on the landowner's economic interest. c. This Action does not deny a fundamental attribute of ownership. 3. Applicant has a right to request a regulatory takings analysis pursuant to section 67-8003, Idaho Code. 4. This decision is effective ten (10) calendar days from its signing by the Chair. 5. Unless a longer time shall be specifically established as a condition or allowance of approval, a conditional use permit shall lapse and become automatically void one (1) calendar year following the date on which such permit became effective, unless prior to expiration, the use has commenced, and all conditions of the permit are satisfied. 6. CUP is non -transferable from one (1) parcel of land to another and shall run with the land and continue to be valid upon a change of ownership of the site or structure, providing however, that the new owner complies with the terms of the permit. 7. CUPS may be revoked by the Community Services Director at any time if it is determined that any condition of the CUP or any other city code is being violated. Prior to revocation, the applicant shall be afforded thirty (30) days after the date of notification of noncompliance/intent to revoke to become compliant. Additionally, prior to revocation, the applicant shall be afforded an opportunity for a hearing before LUDC; said hearing must be requested within ten (10) calendar days of the date of notification of noncompliance/intent to revoke the conditional use permit. Failure to come into compliance within thirty (30) days of the notification of noncompliance and failure to request such a hearing will result in immediate revocation of the approved CUP and may constitute a violation of this title. 8. Whether approved, approved with conditions, or denied, any party seeking judicial review of the decision must first appeal this decision to the City Council in accordance with section 18.28.080 and 18.28.090. 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 CHUBBUCK www.CityofChubbuck.us 1 0 R H 0 r .......................... Hidden Valley CUP Exhibit 1: FFCL CUP Approval Pc5f i' FPt1 """"""""' APPROVED BY THE CHAIR OF THE LAND USE & DEVELOPMENT COMMISSION OF CITY OF CHUBBUCK, IDAHO, this day of CHUBBUCK 1 0 R H 0 Jason C. Mendenhall, Chair ATTEST: Joey Bowers, Clerk 20 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us CHUBBUCK ,940,t\ 1 0 R H 0 290 E Linden Avenue Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us CONDITIONAL ........................... Hidden Valley CUP Exhibit 2 ...........................: USE PERMIT (CUP) APPLICATION Effective Date March 2024 PAGE 1 OF 4 Complete applications which require review by the Land Use & Development Commission must be submitted at least 28 days before the desired review meeting. The Commission meets regularly on the 2nd Tuesday of every month. Incomplete applications may not be able to be scheduled on the desired date if missing information or materials are not submitted at least 28 days before the desire review meeting. DATE RECEIVED: INITIALS: FEES PAID? Y N AMOUNT: SECTION A —APPLICANT INFORMATION Al. Name Wyatt Radke A2. Mailing Address 845 W center Street, Suite E city Pocatello State Idaho Zip code 83204 A3. Phone Number (including area code) A4. Email Address (208) 233-4226 radke@ae-eng.com AS. Is Applicant the Owner of Record? ❑ Yes ❑ No; If "No", an Affidavit of Legal Interest must be completed and submitted under Section E, below SECTION B — OWNER INFORMATION (IF DIFFERENT THAN SECTION A) B1. Name Kurt Hathaway (representing House Buyers 208) B2. Mailing Address 2646 Limmerick Circle city Idaho Falls State Idaho Zip Code 83404 B3. Phone Number (including area code) B4. Email Address (208) - 569 - 2885 kurthath@gmail.com SECTION C —SITE INFORMATION Cl. Site Address (or Location if no Address) C2. Subdivision Name, Lot, Block, Div. No. (or Parcel No.) 265 W Chubbuck Road, Chubbuck, ID, 83202 RPRCCPCO28401-2 SECTION D — PLANNING INFORMATION D1. Project Name D2. Project Size in Acres Hidden Valley Townhomes 1.22 D3. Current Land Use(s)and Structures: There is currently a single family home and a detached garage on the northern portion of the property. The southern portion of the property is currently undeveloped with no existing structures. lao't\ CHUBBUCK 1 0 R H 0 ........................... Hidden Valley CUP Exhibit 2 290 E Linden Avenue CONDITIONAL USE PERMIT Chubbuck, ID 83202 (CUP) APPLICATION 208.237.2430 Effective Date March 2024 www.CityofChubbuck.us PAGE 2 OF 4 D5. Project request and detailed summary (attach additional sheet if necessary): This project will consist of the removal of the existing structures on the north portion of the property. twenty four (24) multifamily housing units will be placed on the property. This includes a paved driveway, right-of-way improvements, curb and gutter, sidewalk, utilities, landscaping, and a stormwater detention basin. SECTION E —SUBMITTAL REQUIREMENTS AND ATTACHMENTS E1. Application Fees: $ 585.00 CUP Fee + $ 69 Notice Fee ($1.50 x 46 required notices — get # from staff) _ $ 654 Total $ 100.00 Sign Deposit Fee (returned after hearing if sign is recovered and undamaged) E2. Affidavit of Legal Interest: To be signed by the property owner(s) if the application will be represented by someone other than the property owner E3. Warranty deed(s) showing ownership for all properties included in the request E4. Proposed site plan and drawings showing: Q Property boundaries Q Proposed parking stalls and drive aisles Gd Existing and proposed buildings Gd Sidewalks and pathways Q Proposed buildings/uses E5. Floor Plan E6. Copy of Design Review Committee Clearance (if Committee approval is required) showing technical requirements of project and conditions of approval, and explanation of how the project design has resolved any issues E7. Copies of any special studies or other information required by City Staff E8. Explanation of how the use meets the Standards for Approving a CUP (use additional sheet if necessary): 1. How will the proposed use comply with all applicable provisions of city code, unless modified through the CUP process? The development will meet all provisions of the City code including setback requirements, building heights, landscaping requirements, parking requirements, trash enclosure/garbage truck access, fire truck access, etc... CHUBBUCK '940't\ 1 0 R H 0 290 E Linden Avenue Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us ---------------------------- Hidden Valley CUP CON--------- Exhibit 2 PERMIT (CUP) APPLICATION Effective Date March 2024 PAGE 3 OF 4 How is the proposed use in conformance with the goals, objectives, and policies of the adopted Comprehensive Plan? This property is located on undeveloped land with low potential to be developed for commercial use due to its size, accessibility, and proximity to existing residential use. This development will make use of this underutilized land while maintaining a transition from residential use to commercial use as stated in Objective 5.1 in the comprehensive plan. 3. How is the use compatible with other existing or permitted uses in the general vicinity? Have changes been made to the proposal to enhance compatibility? The general vicinity of the site contains a variety of uses including; - Residential uses to the west and north - Commercial uses to the south and west - Undeveloped land to the south and east 4. How is the proposed use harmonious in scale, mass, coverage, density, and intensity with all adjacent permitted land uses? The proposed development directly abuts an existing multifamily housing complex to the west with a very similar land use to what is proposed. The land to the the south (across an existing canal) and the land to the north (across Chubbuck Road) contain single family homes which is a similar land use to what is proposed. The land directly to the east is currently undeveloped. 5. Are there any elements of the proposed use which could create undue burdens on transportation, police, fire, EMS protection, water/sewer, schools, or other public agencies or facilities in the vicinity? If so, how are the impacts being mitigated? The development is not expected to have a significant impact on traffic flow to Chubbuck road and therefore will have little impact on transportation. Water and sewer will come from existing main lines located in Chubbuck Road, the additional use from the development is not expected to have high impact on the City systems. A proposed fire hydrant is to be located within the proposed complex which will be capable of servicing all of the units. The proposed driveway has been designed to allow for firetrucks and garbage trucks to turn around without needing to backup onto Chubbuck Road. IaA��C\ CHUBBUCK I a 0 N a Hidden Valley CUP Exhibit 2 290 E Linden Avenue CONDITIONAL USE PERMIT Chubbuck, ID 83202 (CUP) APPLICATION 208.237.2430 Effective Date March 2024 www.CityofChubbuck.us PAGE 4 OF 4 5. Are there any elements of the proposed use which could adversely affect other properties or the environment in the vicinity? If so, how are the impacts being mitigated? No disturbance will be done within 35 feet of the centerline of the existing canal located to the south of the property in order to minimize environmental impact. There are no other potential adverse effects that the proposed development may have on the adjacent properties. SECTION F- CERTIFICATION • I, the undersigned, hereby certify that the information herein and attached hereto is true and correct to the best of my knowledge. • 1 am aware that if this application is not complete, the review process will not continue until it is so deemed by the City upon further submission of materials. a I hereby authorize the filing of this application and grant approval of on-site review of the development described herein. • 1 certify that I am authorized to file this application. • Prior to the hearings, a public notice sign will be posted on the property in 1 or more locations as required by city and state law. I certify that I will ensure that the signs remain where placed and will remain upright and in their original condition until removed by city staff and that failure to do so may result in a delay in process/hearing and may result in additional fees for rescheduled public hearings. Fl. Signature F2. Printed Name F3. Date W Wyatt Radke 7/9/2024 M I STOP: SECTION G -FOR STAFF USE G1, COMPLETENESS REVIEW: Reviewed by: Deemed complete? Don Matson ❑ Yes ❑x No If no, list concernisl: Need response memo re the Design Review Clearance. Date: Applicant Notified) July 16, 2024 ❑X Yes ❑ No Comments: Requested material provided July 17,2024 62, SCHEDULED FOR LUDC' Scheduled Meeting Date: Applicant Contacted? August 13, 2024 ❑x Yes ❑ No ---------------------------- Hidden Valley CUP Exhibit 2 --------------------------- AFFIDAVIT OF LEGAL INTEREST 1, KV K -V— W reside at '�-� �� �P� l`i`C � � k -A Z=-7, In the City of _ td -(.CSS in the State of being first duly sworn upon Oath, depose and say: I am the owner of record of the property described on the attached sheet, and I grant permission to: A,Z F tU 1 AI r -r- R I"Cr , who reside at A 145 W CTEAJIE: R S7, in the City of Fo GA TELL O , in the State of xD A 1~10 , to submit the following application and represent the owner pertaining to that property (check all that apply): [,/ ] Preliminary Plat I I Variance I ✓ ] Final Plat 1,11 Conditional Use Permit I ] Short Plat [ I Zone Map Amendment ✓ I Planned Unit Development ( I Comprehensive Plan Map Amendment I I Annexation ( I Other: I agree to indemnify, defend and hold the City of Chubbuck and its employees harmless from any claims to 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. Property owner signature: STATE OF Idaho j ss County of Bannock } Dated this Ldayof_�LAII-! . 20 Z"L the property owner K Ad'F W0.Ac UX" has SUBSCRIBED AND SWORN before me on this day and year the authorization and information above written. \\``\���►t� K E1rrS ............ C (seal) . OT o \11 PUBLIC r ?0?332q* V'. wgm NOT RY PUBLIC FOR IDAHO Residing at: kM o kD Commission Expires: g 13 12a Approved by Legal on 3.24.2022 PioneerTitleCo. GOl#G 9£YO#D 1655 Elk Creek Drive, Suite 100 Idaho Falls, ID 83404 ELECTRONICALLY RECORDED -DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No. 848919 /CB ..................% Hidden Valley CUP: Instrument # 22402598 Exhibit 2 Bannock County, Pocatello, Idaho ti ......................... 03/15/2024 03:33:44 PM No. of Pages: 3 Recorded for: PIONEER TITLE POCATELLO Jason C. Dixon Fee: $15.00 Deputy nbarnes Electronically Recorded WARRANTY DEED For Value Received IDAHO CREATIVE SOLUTIONS, LLC, an Idaho Limited Liability Company hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto HOUSE BUYERS 208, LLC, an Idaho Limited Liability Company hereinafter referred to as Grantee, whose current address is 2646 Limerick Circle Idaho Falls, ID 83404 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), that 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: March. 14, 2024 uw.._..,IDAH ATIV LUTI _ _ ..... an Idafic Limited Liability`Company Brandon Vezzoso, its STate ofIDAHO,- County of - Mim This record was acknowledged before me on MARCH \L\�_ '2024 by BRANDON VEZZOSO, as Manager/Member of IDAHO CREATIVE SOLUTIONS, LLC. JORGE MEDA ignature f notary public COMMISSION #20233903 Commission Expires: io/G71 0.Z'i NOTARY PUBLIC STATE OF IDAHO Instrument # 22402598 03/15/2024 03:33:44 PM Page 2 of 3 EXHIBIT A .......................y Hidden Valley CUP Exhibit 2 ti......................... A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, DESCRIBED MORE PARTICULARLY AS FOLLOWS: COMMENCING AT THE WEST 1/16 CORNER ON THE NORTH LINE OF SECTION 10, BEING MONUMENTED BY AN ILLEGIBLE 2" ALUMINUM CAP MONUMENT SET IN ASPHALT DRIVING SURFACE AS DESCRIBED IN CORNER PERPETUATION RECORDS WHICH HAVE BEEN RECORDED UNDER INSTRUMENT NOS. 642341 & 20527461 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY; THENCE SOUTH 0003'40" WEST A DISTANCE OF 25.00 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CHUBBUCK ROAD, THE SAME BEING THE NORTHWEST CORNER OF LOT 6 OF BONNIEBRAE ACRES, 'A SUBDIVISION RECORDED UNDER INSTRUMENT NO. 122992 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY; THENCE CONTINUING SOUTH 0003'40" WEST, ALONG THE WEST BOUNDARY LINE OF SAID SUBDIVISION, A DISTANCE OF 165.05 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0003'40" WEST, ALONG THE WEST BOUNDARY LINE OF SAID SUBDIVISION, A DISTANCE OF 471.30 FEET TO THE NORTHWEST CORNER OF YELLOWSTONE COMMONS — DIV. 2, A SUBDIVISION RECORDED UNDER INSTRUMENT NO, 21314037 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY; THENCE NORTH 89016'28" WEST, ALONG THE NORTH BOUNDARY LINE OF SAID SUBDIVISION, A DISTANCE OF 20.00 FEET TO A POINT IN THE CENTERLINE OF THE STUART LATERAL CANAL; THENCE NORTH 41034'16" WEST, ALONG SAID CENTERLINE, THE SAME BEING THE NORTHEAST BOUNDARY LINE OF MISTI MANOR 3RD ADDITION, A SUBDIVISION RECORDED UNDER INSTRUMENT NO. 98021253 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY, FOR A DISTANCE OF 96.34 FEET TO THE SOUTH CORNER OF A PARCEL OF LAND BELONGING TO CLAY M HIRSCHI AS DESCRIBED IN WARRANTY DEED RECORDED UNDER INSTRUMENT NO. 21905639; THENCE NORTH 0003'40" EAST, ALONG THE EAST BOUNDARY LINE OF SAID PARCEL OF LAND, AND ALSO ALONG THE EAST BOUNDARY LINE OF TWO (2) MORE PARCELS OF LAND BELONGING TO JOHN PRICE AND JARED PRICE AS DESCRIBED IN QUITCLAIM DEEDS RECORDED UNDER INSTRUMENT NOS. 21003736-7, JARED M. PRICE, ET AL., AS DESCRIBED IN QUITCLAIM DEED RECORDED UNDER INSTRUMENT NO. 22105387, FOR A DISTANCE OF 399.06 FEET THENCE SOUTH 89056'20" EAST A DISTANCE OF 84.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A 20.00 -FOOT -WIDE EASEMENT ALONG THE EAST BOUNDARY LINE OF THE FOLLOWING DESCRIBED PARCEL OF LAND FOR INGRESS, EGRESS AND THE INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES. ......................ti Instrument # 22402598 ; Hidden Valley CUP; 03/15/2024 03:33:44 PM Page 3 of 3 Exhibit 2 A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, DESCRIBED MORE PARTICULARLY AS FOLLOWS: COMMENCING AT THE WEST 1/16 CORNER ON THE NORTH LINE OF SECTION 10, BEING MONUMENTED BY AN ILLEGIBLE 2" ALUMINUM CAP MONUMENT SET IN ASPHALT DRIVING SURFACE AS DESCRIBED IN CORNER PERPETUATION RECORDS WHICH HAVE BEEN RECORDED UNDER INSTRUMENT NOS. 642341 & 20527461 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY; THENCE SOUTH 0003'40" WEST A DISTANCE OF 25.00 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CHUBBUCK ROAD, THE SAME BEING THE NORTHWEST CORNER OF LOT 6 OF BONNIEBRAE ACRES, A SUBDIVISION RECORDED UNDER INSTRUMENT NO. 122992 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY, THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0003'40" WEST, ALONG THE WEST BOUNDARY LINE OF SAID SUBDIVISION, A DISTANCE OF 165.05 FEET; THENCE NORTH 89056'20" WEST A DISTANCE OF 84.00 FEET TO A POINT ON THE EAST BOUNDARY LINE OF A PARCEL OF LAND BELONGING TO JARED M. PRICE, ET AL., AS DESCRIBED IN QUITCLAIM DEED RECORDED UNDER INSTRUMENT NO. 22105387; THENCE NORTH 0003'40" EAST, ALONG SAID BOUNDARY LINE, AND ALSO ALONG THE EAST BOUNDARY LINE OF A PARCEL OF LAND BELONGING TO JIMY MORILLON VEGA AS DESCRIBED IN QUITCLAIM DEED RECORDED UNDER INSTRUMENT NO. 21607817, FOR A DISTANCE OF 166.02 FEET TO THE NORTHEAST CORNER OF SAID PARCEL OF LAND, BEING A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CHUBBUCK ROAD; THENCE SOUTH 89016'28" EAST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 84.00 FEET TO THE POINT OF BEGINNING. PioneeffltleCo. 60!x6 arroao 775 S. Rivershore Ln., Ste. 120 Eagle, ID 63616 ELECTRONICALLY RECORDED -DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS ITS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No. 796320 BR/MH ...................ti Hidden Valley CUP: Instrument # 22201847 : Exhibit 2 Bannock County,, Pocatello, Idaho :......................... 01/31/2022 04:21:02 PM No. of Pages: 2 Recorded for: PIONEER TITLE POCATELLO Jason C. Dixon Fee: $15.00 Deputy vhall Electronically Recorded WARRANTY DEED For Value Received DLR Enterprises LLC, an Idaho Limited Liability Company who acquired title as DLR Enterprises hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Idaho Creative Solutions LLC an Idaho Limited Liability Company hereinafter referred to as Grantee, whose current address is 2342 N. Alcorn Pl. Kuna, ID 83634 The following described premises, to -wit: SEE ATTACHED EXHIBIT "A" 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 Grantors) 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: J nualy 27, 202 rand A De Los Reyes, Mal r y A De Los Reyes, Managcr Instrument # 22201847 :Hidden Valley CUP 01/31/2022 04:21:02 PM Page 2 of 2 Exhibit 2 ti......................... State of Idaho, County of Bannock This reco was acki wledged before me on January _, 2022 by Brandon A, De Los Reyes and Cody A, De Lo eyes, as M nags of DLR Enterprises, LLC . VA " LIZ PIVA COMMISSION #46955 ' NOTARY PUBLIC Signature of notary public SPATE OF 1DAFIO Commission Expires: �, i �5 E HIB IT"A" A PARCEL OF LAND LOCATED IN THC NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 6 SOUTH; RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, DESCRIBED MORE PARTICULARLY AS FOLLOWS: COMMENCING AT THE WEST 1/16 CORNER ON THE NORTH LINE OF SECTION 10, BEING MONUMENTED BY AN ILLEGIBLE 2" ALUMINUM CAP MONUMENT SET IN ASPHALT DRIVING SURFACE AS DESCRIBED IN CORNER PERPETUATION RECORDS WHICH HAVE BEEN RECORDED UNDER INSTRUMENT NOS. 642341 & 20527461 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY; THENCE SOUTH 0003'40" WEST A DISTANCE OF 25.00 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CHUBBUCK ROAD, THE SAME BEING T14E NORTHWEST CORNER OF LOT 6 OF BONNIEBRAE ACRES, A SUBDIVISION RECORDED UNDER INSTRUMENTNO. 122992 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY, THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0003'40" WEST, ALONG THE WEST BOUNDARY OF SAID SUBDIVISION, A DISTANCE OF 165.05 FEET; THENCE NORTH 89°56'20" WEST A DISTANCE OF 84.00 FEET TO A POINT ON THE EAST BOUNDARY LINE OF A PARCEL OF LAND BELONGING TO JARED M. PRICE, ET AL., AS DESCRIBED IN QUITCLAIM DEED RECORDED UNDER INSTRUMENT NO. 22105387; THENCE NORTH 0°03'40" EAST, ALONG SAID BOUNDARY LINE, AND ALSO ALONG THE EAST BOUNDARY LINE OF A PARCEL OF LAND BELONGING TO JIMMY MORILLON VEGA AS DESCRIBED IN QUITCLAIM DEED RECORDED UNDER INSTRUMENT NO, 21607817, FOR A DISTANCE OF 166.02 FEET TO THE NORTHEAST CORNER OF SAID PARCEL OF LAND, BEING A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CHUBBUCK ROAD; THENCE SOUTH 89016'28" EAST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 84.00 FEET TO THE POINT OF BEGINNING, .........�.. Do :a L .� O CO ;U Z Z :>+NUI — a) — — Q CO LU N W 0 m W F— cA Z W I PAr10 I I PAM I I PATIO I i I PATIO I I ITR BEORM ` I i I TR BEDIUII MSTR BEOI ,aaxt,o 1 eaoann 1 l=x„n GARAGE GARAGE GARAGE GARAGE tor2xrzo MX220 tnttxtxo lwx2w hnw T.,� [1 NC[A7 UHITI2 ` �JN r AlITs4 ---- --•-------_ r ILOWE, R FLR. PLAN Bldg. Width =6W -W Building Designs By Stockton Per unit=1F-(Y residential• multimly.- amarketing Depth =�� TEL:503-524.3118 FAX:WII-524-7381 4—L2 460 929 Sq R/unit E-MAIL• Um(o)9tocktondesign.com 4 units 93umn I Wa6 SBe: MEo:1M,ww.9to&10ndaSlCn.COm PRELIMINARY PLAT HIDDEN VALLEY TOWNHOMES A Subdivision Located in the NW 1/4 NW Y4, Section T6S, R34E, B.M., Bannock County, Idaho 40' 20' 0 40' Scale 1"= 40' See Misti Manor 3rd Addition Subdivision Inst. #98021253 / *BASIS OF BEARINGS S 89°16'28" E between the found illegible aluminum cap monument marking the Northwest corner of Section 10, and the North Y4 corner of Section 10, position calculated using reference monuments shown on Detail 3. Based on the Idaho State Plane Coordinate system per Chubbuck Control Survey Inst. No. 20915791. Inst. #21003737 Inst. #21905639 Jared Price Clay M. Hirschi Eddie Seal Jr. / Inst. #21311568 / �k\��`6•�1' 11 /Fn4 F031© 21 ©0 19 18 17 16 J6 J6Inst. #22204875 0.85 acres± CD Remembrance Properties LLC (D Inst. #22204523 \ John and Mary Aller Living Trust Inst. #22210745 See Bonniebrae Acres Subdivision Inst. #122992 LEGEND 69 Set Y2" dia. rebar with orange plastic cap stamped "PLS 12465" ® Calculated Section corner positions (see detail 1) Ci Found ;/8" dia. rebar with illegible aluminum cap monument ❑ Found Y2" dia. rebar with yellow plastic cap stamped "PLS 661' (R -BB) 10900", found per R.O.S. Inst. #20626207 0 Found Y2" dia. rebar with orange plastic cap stamped IS 18971", co (0 found per R.O.S. Inst. #22110984 p Found 1" dia. pipe with no markings, found per plat of ooh , Bonniebrae Acres, Inst. #122992 Q Found 5/8" dia. rebar with aluminum lastic cap stamped "LS -977", found per plat of Misti Manor Inst. 21314037 p Found Y2" dia. rebar with no cap, found per R.O.S. Inst. #20200691 ® Section corner reference points (See noted description) 0 Calculated position, nothing set ■ Corners of footprint for newly constrcuted buildings (R--_) Record bearing/distance from reference documents listed in note 1 - - Property boundary lines Proposed lot lines Proposed right-of-way lines - - - Existing right-of-way lines - - - - - - - Proposed easement lines - - - - - - - Existing easement lines - Survey Plat for Bonniebrae Acres, Retraced survey lines - - Adjacent property lines - Road centerlines #22202272 Proposed Lot numbers 0 r+ N N_1:4:�_111102 Inst. #22105387 Jared M. Price N 0D3'40" E 590.08' (R -DEED) N 0V3'40" E 590.08'(R -DP) N 0V3'40" E 590.08' (R-RMESI) 0.02'45" E 589.84' (Common Area) W S CD (D 001 f� 0 S\ 0.02'40" W 660.72' S OVY40" W 661.35' (R -DEED) S 0040" W 661.35' (R -DP) S OVY40" W 661.35' (R-RMESI) S OD2' W 661' (R -BB) 10, Inst. #21607817 Jimy Morillon Vega Inst. #22201847 0.32 acres± The purpose of this survey is to divide the lands described in Deed Inst. #'s 22204875 and 22201847 into 25 lots. The boundary of said lands was defined by Record of Survey (ROS) Inst. #22110984 and retraced by my crew with measurements shown on plat and accepted by me. Sectional control monuments were also tied and verified to said parcels. The only monument not recovered was the southwest sidewalk easement corner (sidewalk easement Inst. #20012131). This position was re-established by running a line between two found monuments on the west line of the said parcels and extending that line to the intersection point with a southerly 30' offset line of the centerline of Chubbuck Road. SURVEYOR'S CERTIFICATE IC co r-1- 0 +0 C 0 See Detail 3 - Yellowstone Highwa) North Y4 cor., Section 10 CP&F Inst. #21320661 I, Damon Rush, PLS 12465 Idaho, hereby certify that this map correctly represents a survey made by me, in conformance with law(s), Chapter 19, Title 55, Idaho Code, at the request of House Buyers 208, LLC. 0 0 a Cn Cn (R -DEED) 00110 � 21003735, 21003736, 21003737, DO cl� N 0 co (0 sv� o Ns, Ns ooh , 'IN" � N - Record of Survey by Dioptra, n,���� completed in 2006, Inst. #20626207. ,c�n�"i Noor Engineering, completed in 2000, Inst. � 64 II Addition by Shurtliff Engineering, completed in 1998, Inst. #98021253. - Survey Plat for Yellowstone See Detail 3 - Yellowstone Highwa) North Y4 cor., Section 10 CP&F Inst. #21320661 I, Damon Rush, PLS 12465 Idaho, hereby certify that this map correctly represents a survey made by me, in conformance with law(s), Chapter 19, Title 55, Idaho Code, at the request of House Buyers 208, LLC. ..................... Hidden Valley CUP • Fxhihit 9 VICINITY MAP NOTES Note 1 15' of ROW dedicated to Chubbuck Road at the request of the City of Chubbuck per unfiled Short Plat for House Buyers 208, LLC. Total Lots Building Lots: 24 Common Area Lot: 1 (Lot #25) Average Building Lot Size: 600 SF Total Acreage: 1.22 acres ZONING Property is zoned as General Commercial (C-2) Requesting Conditional Use Permit for (R-4) Dense Residential use. FLOOD PLAIN Property is located in flood zone X (area of minimal flood hazard) per FEMA Flood Panel 16005CO236D 07/07/2009 REFERENCE DOCUMENTS W (R -DEED) 00110 � 21003735, 21003736, 21003737, rn Y 21905639, 22105387, 22201846, r 00ti� tititi sv� m�-;��� 41 - Record of Survey by RMES, (R-RMESI) completed in 2021, Inst. #22110984. - Record of Survey by Dioptra, (R -DP) completed in 2006, Inst. #20626207. N Engineering, completed in 2000, Inst. I � ..................... Hidden Valley CUP • Fxhihit 9 VICINITY MAP NOTES Note 1 15' of ROW dedicated to Chubbuck Road at the request of the City of Chubbuck per unfiled Short Plat for House Buyers 208, LLC. Total Lots Building Lots: 24 Common Area Lot: 1 (Lot #25) Average Building Lot Size: 600 SF Total Acreage: 1.22 acres ZONING Property is zoned as General Commercial (C-2) Requesting Conditional Use Permit for (R-4) Dense Residential use. FLOOD PLAIN Property is located in flood zone X (area of minimal flood hazard) per FEMA Flood Panel 16005CO236D 07/07/2009 REFERENCE DOCUMENTS - Deed Instrument numbers on file at (R -DEED) the Bannock County Recorder's Office: 21003735, 21003736, 21003737, 21311568, 21607816, 21607817, 21905639, 22105387, 22201846, 22201847, 22204523, 22204874, 22204875, 22210743, 22210744, 22210745. - Record of Survey by RMES, (R-RMESI) completed in 2021, Inst. #22110984. - Record of Survey by Dioptra, (R -DP) completed in 2006, Inst. #20626207. - Record of Survey by Shurtliff Engineering, completed in 2000, Inst. #20011345. - Survey Plat for Misti Manor 3rd Addition by Shurtliff Engineering, completed in 1998, Inst. #98021253. - Survey Plat for Yellowstone Commons - Division 2 by RMES, completed in 2013, Inst. #21314037. - Survey Plat for Bonniebrae Acres, (R -BB) completed in 1926, Inst. #122992. - Linden Cove Subdivision Inst. #22202272 - Record of Survey by Summit Land (R -SLS) Surveying, completed in 2018, Inst. #21808529 - Records of Survey by Shurtliff (R -SE) Engineering, Inst. #'s 95018995, 96020354, & 98021253 - Record of Survey by Dioptra, (R-DP2) completed in 2019, Inst. #21903892 Hancock Park Subdivision, completed (R-DP3) in 2003, Inst. #20400128 Prepared for House Buyers 208, LLC and Idaho Creative Solutions LLC Inst. #22204875 & #22201847, located in the NWY4 NWY4, Section 10, T6S, R34E, B.M., Bannock County, Idaho. 20' 10' 0 20' Scale 1"= 20' i PRELIMINARY PLAT HIDDEN VALLEY TOWNHOMES A Subdivision Located in the NW Y4 NW Y4, Section 10, T6S, R34E, B.M., Bannock County, Idaho 16.00' T 16.00' T 16.00' T 16.00' T 16.00' T 16.00' T 16.00' 0 (D 16.00' Q N 14 I 13 I 12 1 11 I 10 I Q9 16.00' 1 16.00' 1 16.00' 1 16.00' 1 16.00' 1 16.00' 166.02' (R -DEED) 166(R-RK-Sl).64' - 16 - - - 165.64" 1L 135.10' T15 T5 T6 T7 16.00' 16.00' 16.00' 16.00' 1111 16.00' 1111 16.00' 16.00' 16.00' 25' ROW 40' ROW 0 0 ® 73 © 53 ® O O O C °°i`° � � � rnOi 0 N I C) 0 0 00 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' m m m 0 00 00 00o 10.00' 15' utility easement �`? I I O a 5' sidewalk easement Inst. #20012131 I See Note 1 S 0010" W (R -DP) 165.05' (R -DEED) S 0-03'40' W (R -DEED) 165.05' (R-RMESI) I I S 0-03'40" W (R -RML -SI) 164.95' S 0°02'40" W T2 T1 25.00' 149.95' 25.00' (R-RMESI) 20' Utility Easement 5.0'((RD p)) DETAIL 25. 1 "=20' 0-03'40" E (R -DP) N 0-03'40" E (R-RMESI) 364.06' (R-RMESI) Stuart Lateral Canal N 0`02'45" E - _ _ - - - - - - - - - - 364.20' - - - - - 35.00' T14 346.20' / 35.00' (R-RMESI) / / 3 6.00' / 1111 111111 35.00' (R -DP) / 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' ,oe1 00'0 00 N k ky1616 ,� o ® © © 21 ©0 19 18 17 0 0 16 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' Cil ................................ Hidden Valley CUP Exhibit 2 REVISED SITE PLAN FOR 3 8 -UNIT BUILDINGS ..............................7 BOUNDARY DESCRIPTION A parcel of land located in the Northwest Y4 of Section 10, Township 6 South, Range 34 East, Boise Meridian, Bannock County, Idaho, being more particularly described as follows: Beginning at the West Y6 corner on the North line of Section 10, being marked by a found 5/8" diameter illegible aluminum cap monument as described in corner perpetuation and filing record Inst. #20527461 on file at the Bannock County Recorder's office; Thence South 0°02'40" West a distance of 25.00 feet to a point on the existing Southerly right-of-way line of West Chubbuck Road, also being the Northwest corner of Lot 6 of Bonniebrae Acres Subdivision Inst. #122992; Thence continuing South 0°02'40" West along the West line of said Subdivision, a distance of 164.95 feet to a point being marked by a found Y2" diameter rebar with an orange plastic cap stamped "LS -18971 "; Thence continuing South 0°02'40" West along the West line of said Subdivision, a distance of 470.77 feet to a point being marked by a found Y2" diameter rebar with no cap, presumed to have been set per the Misti Manor 3rd Addition Subdivision Inst. #98021253, said point also being the Northeast corner of Yellowstone Commons - Division 2 Subdivision Inst. #21314037; I Thence South 89`04'39" West along the north line of said Subdivision, a distance of 20.52 feet to a point being marked by a found Y2" diameter rebar with a yellow plastic cap stamped "PLS 10900", said point also being on the centerline of the Stuart Lateral Canal; Thence North 41°17'01" West along the centerline of said canal, a distance of 96.18 feet to the Southeast corner of the lands of Clay M. Hirschi as described in Deed Inst. #21615638; CD Thence North 0°02'45" East a distance of 399.20 (D feet to a point being marked by a found Y2" diameter rebar with an orange plastic cap stamped "LS -18971 Q Thence North 0`02'45" East a distance of 165.64 feet to a point of the existing Southerly right-of-way line of said West Chubbuck Road; 35 Canal easement / 471.30' (R -DEED) T12 / 471.30' (R-RMESI) T13 / 470.77' 3 -- -- -- -- -- -- -- -- -- 440.56' -- -- -- DETAIL 2 I 1"=20' - I Tangent Table Tangent Bearing Distance T1 S 0°02'40" W 5.08' T1 (R-RMESI) S 0103'40' W 5.00' T1 (R -DP) S 0103'40' W 5.00' T2 S 0°02'40" W 9.92' T3 S 0°02'40" W 30.21' T3 (R-RMESI) S 0103'40' W 30.45' T3 (R -DP) S 0173'40' W 30.45' T3 (R-RMES2) S 0174'20' W 31.50' T4 s 89004'39" W 20.52' Tangent Table Tangent Bearing Distance T4 (R-RMESI) S 897628" W 20.00' T4 (R -DP) S 897628" W 20.00' T4 (R -DEED) S 897628" W 20.00' T5 N 0°02'45" E 10.00' T6 N 0°02'45" E 5.00' T6 (R-RMESI) N 0-03'40" E 5.00' T6 (R -DP) N 0-03'40' E 5.00' T7 N 0°02'45" E 25.00' T7 (R-RMESI) N 0-03'40" E 25.00' 77 (R -DP) N 0-03'40" E 25.00' Tangent Table Tangent Bearing Distance T8 N 49°50'07" W 67.41' T9 N 65°29'19" E 71.33' T9 (R-RMESI) N 6528'08'E 71.38' T10 S 75°17'22" E 111.95' T10 (R-RMESI) S 757759' E 111.94' T11 S 42°40'35" E 72.18' T12 S 0°02'40" W 0.89' T13 S 0°02'40" W 29.32' T14 N 0°02'45" E 18.00' T15 N 0°02'45" E 15.54' Found Y2" dia. rebar with illegible pink plastic cap Found PK nail DETAIL 1 "=80' - Found Y2" dia. rebar with illegible pink plastic cap - North Y4 cor., Section 10 See CP&F Inst. #21320661 Found Y2" dia. rebar with illegible pink plastic Thence continuing North 0°02'45" East a distance of 25.00 feet to a point on the North line of said Section 10; Thence South 89`16'28" East a distance of 84.02 feet to the Point of Beginning. Said parcel containing 1.22 acres, more or less. Prepared for House Buyers 208, LLC and Idaho Creative Solutions LLC Inst. #22204875 & #22201847, located in the NWY4 NWY4, Section 10, T6S, R34E, B.M., Bannock County, Idaho. PRELIMINARY PLAT V'r-1 HIDDEN VALLEY TOWNHOMES 20' 10' ° 20° A Subdivision Located in the NW 74 NW Y4, Section 10, Scale 1"= 20' T6S, R34E, B.M., Bannock County, Idaho Contour Interval = 0.3' r-�7<I 44Qn741 47 i 15 ® © 11 10 �0 � I I I I I � / 19 Existing to be Structures—#/ Removed \ \ I T 1 "=20' ----------4480 --------- T I � I Trash Enclosure -- --T--- -- -- �— — _ -- -- _--------- -- / /-- 4480.— -------- 24.0' o Proposed Stormwater Storage Basin 16 rn wH I°W ° wl al Lo ° W w w \ 6 ° ° r --h ° a °N4o — o r ° p / o a _. n e / / I I1 I I / �i3� / / / / / !• SQ N (n� ° � V) (n ° I ° N ° N (n ° V) o o I� (n 0'36 /// // n�•J // �/ / // / // / / / //S,4/Z �480// / i / � / /NSS / Pressurized Irrigation System (See Note 1) DETAIL I 1"=20' - I n Ki D .......... .................% Hidden Valley CUP Exhibit 2 REVISED SITE PLAN FOR 3 ...8........................... UNIT BUILDINGS 7 Notes: Proposed water lines 1. Development shall provide a pressurized irrigation system w Proposed sanitary sewer lines SS Proposed storm drain lines for the landscaping utilizing Fort Hall Irrigation water. so Existing water lines Prepared for House Buyers 208, LLC and Idaho Creative Solutions W Existing sanitary sewer lines LLC Inst. 22204875 & 22201847, located in the NWY4 NWY4, � Existing fence lines # # ) Existing major contour (2.5'Section 10, BannockCounty, T6S, R34E, B.M., Ct Idaho. Existing minor contour 0.5' JOB No. 2023-066 PRINT DATE: DWG. Proposed sidewalk and concrete / Proposed asphalt DRAWN BY: WRR DATE: 5/13/24 SHEET 3 CALCULATED OF 3 SHEETS OW Proposed water meters CHECKED BY: DLR DATE: 5/21/24 .DLR DATE: 5/13/24 57 ®Proposed sanitary sewer manholes G\ S��NPL LANA SG PLOT SCALE: DATE PLOTTED: BY: Proposed fire hydrantsSrERF� �G Proposed stormdrain inlets a Existing water meters 845 WEST CENTER STREET, SUITE D P.O. BOX 1327, POCATELLO, ID 8: Existing fire hydrants ,� '10,Existing power poles qTF OF �0 S� PHONE: 208-233-4226 '9i1,1nu 0\1 CI�Ir`I�ICCDI�Ir` I�Ir` ® © © 21 �0 � I I I I I � / 19 18 17 16 rn wH I°W ° wl al Lo ° W w w \ 6 ° ° r --h ° a °N4o — o r ° p / o a _. n e / / I I1 I I / �i3� / / / / / !• SQ N (n� ° � V) (n ° I ° N ° N (n ° V) o o I� (n 0'36 /// // n�•J // �/ / // / // / / / //S,4/Z �480// / i / � / /NSS / Pressurized Irrigation System (See Note 1) DETAIL I 1"=20' - I n Ki D .......... .................% Hidden Valley CUP Exhibit 2 REVISED SITE PLAN FOR 3 ...8........................... UNIT BUILDINGS 7 Notes: Proposed water lines 1. Development shall provide a pressurized irrigation system w Proposed sanitary sewer lines SS Proposed storm drain lines for the landscaping utilizing Fort Hall Irrigation water. so Existing water lines Prepared for House Buyers 208, LLC and Idaho Creative Solutions W Existing sanitary sewer lines LLC Inst. 22204875 & 22201847, located in the NWY4 NWY4, � Existing fence lines # # ) Existing major contour (2.5'Section 10, BannockCounty, T6S, R34E, B.M., Ct Idaho. Existing minor contour 0.5' JOB No. 2023-066 PRINT DATE: DWG. Proposed sidewalk and concrete / Proposed asphalt DRAWN BY: WRR DATE: 5/13/24 SHEET 3 CALCULATED OF 3 SHEETS OW Proposed water meters CHECKED BY: DLR DATE: 5/21/24 .DLR DATE: 5/13/24 57 ®Proposed sanitary sewer manholes G\ S��NPL LANA SG PLOT SCALE: DATE PLOTTED: BY: Proposed fire hydrantsSrERF� �G Proposed stormdrain inlets a Existing water meters 845 WEST CENTER STREET, SUITE D P.O. BOX 1327, POCATELLO, ID 8: Existing fire hydrants ,� '10,Existing power poles qTF OF �0 S� PHONE: 208-233-4226 '9i1,1nu 0\1 CI�Ir`I�ICCDI�Ir` I�Ir` om C A 8 1 7 1 6 1 5 1 4 1 3 I 2 5 JULY, X024 SHEET NUMBER SHEET TITLE u Ld� w z 0 0 �J J W 11 PROJECT LOCATION NOT TO BE USED FOR CONSTRUCTION f ............................. Hidden Valley CUP: Exhibit 2 ...............................1 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 ■W7 C C 10, TWIWI N SPRINGS PROJECT FALLS 00.00 COVER SHEET CINTERSTATE 86 84 ,5 �0 C A T 0 N C0.01 GENERAL NOTES C0.02 EROSION & SEDIMENT CONTROL PLAN C1.00 OVERALL PLAN LOCATION MAP C1.01 GRADING PLAN 1 VICINITY MAP (NTS) C1.02 GRADING PLAN 2 (NTS) C1.03 UTILITY PLAN 1 C1.04 UTILITY PLAN 2 C1.05 IRRIGATION SYSTEM C1.06 RECREATIONAL AMENITIES C1.07 TRUCK TURN—AROUND C1.08 LANDSCAPING PLAN C1.09 SECTIONS & DETAILS NOT TO BE USED FOR CONSTRUCTION f ............................. Hidden Valley CUP: Exhibit 2 ...............................1 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 ■W7 C C 10, a C F-11 I GENERAL 1. SHOULD THERE BE A CONFLICT OF INTENT BETWEEN THE SPECIFICATIONS AND THE DESIGN DRAWINGS, THE MOST STRINGENT SPECIFICATIONS SHALL GOVERN. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, ETC. TO SAFELY AND EFFICIENTLY COMPLETE PROJECT. 3. HORIZONTAL AND VERTICAL DATUM BASED ON THE CITY OF CHUBBUCK COORDINATE SYSTEM. 4. NOTIFY ENGINEER OF ANY DISCREPANCIES DISCOVERED IN THESE DRAWINGS OR WITH OTHER TRADES. 5. INSTALL PRODUCTS WITH STRICT ADHERENCE TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND SPECIFICATIONS. 6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN, THE ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUANCE OF WORK. 7. CONTRACTOR SHALL BE RESPONSIBLE TO WORK AROUND, RELOCATE, OR TEMPORARILY REMOVE AND REPLACE ALL OBSTRUCTIONS DURING DEMOLITION FOR AND CONSTRUCTION OF NEW STRUCTURES AS APPROVED BY OWNER'S REPRESENTATIVE. 8. TESTING AND INSPECTIONS SHALL BE PERFORMED BY THE OWNERS REPRESENTATIVE ON THE FOLLOWING: A. EXCAVATION AND FILL COMPACTION B. CONCRETE PLACEMENT C. CONCRETE MIX DESIGN 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "DIG -LINE" AT LEAST 72 HOURS PRIOR TO EXCAVATION AND SHALL HAVE ALL PUBLIC UTILITIES MARKED PRIOR TO EXCAVATION. CONTRACTOR SHALL BE RESPONSIBLE TO MAKE HIS OWN INVESTIGATION AS TO LOCATION OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR THE PROTECTION AND/OR RELOCATION OF ALL CONFLICTING UTILITIES. 10. ALL WORK SHALL BE DONE ACCORDING TO THE LATEST IDAHO STANDARDS FOR PUBLIC WORK CONSTRUCTION (ISPWC), AND THE CITY OF CHUBBUCK STANDARDS. 11. AREA TO BE DISTURBED: 1.22 ACRES 12. IF THE CITY RIGHT-OF-WAY IMPROVEMENTS ARE DAMAGED DURING CONSTRUCTION, THEN REPLACEMENT TO CITY STANDARDS SHALL BE CONSTRUCTED AT THE CONTRACTORS EXPENSE. CONCRETE 1. ALL CONCRETE WORK INCLUDING REINFORCEMENT PLACEMENT AND FINISHES SHALL CONFORM TO LATEST ISPWC AND THE CITY OF CHUBBUCK STANDARDS. 2. ALL CONCRETE SHALL BE: A. MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) OF 4000 PSI B. MAXIMUM 1/2" AGGREGATE C. MAXIMUM WATER CEMENT RATIO 0.45 D. TOTAL AIR CONTENT 6.5%±1.5 E. SLUMP 4"f 1/2" 3. ALL CONCRETE WORK INCLUDING REINFORCEMENT PLACEMENT AND FINISHES SHALL CONFORM TO LATEST ACI CODE (318). 4. CONCRETE SHALL BE COMPOSED OF TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150, FINE AND COURSE AGGREGATES CONFORMING TO ASTM C33, AND MIXING WATER FREE OF OIL, ACID OR INJURIOUS AMOUNTS OF ALKALIS AND OTHER SALTS. CONTRACTOR TO SUBMIT PROPOSED ACCELERANT TO PROJECT MANAGER FOR APPROVAL. AIR ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260. I 7 7 Q EARTHWORK 1. ALL FINISHED GRADE AROUND BUILDING TO SLOPE 2% AWAY FROM BUILDINGS. 2. EARTHWORK (INCLUDING, BUT NOT LIMITED TO: CLEARING, GRUBBING, EXCAVATION, TRENCHING AND SHORING) SHALL COMPLY WITH THE LATEST EDITION OF ALL ISPWC, CITY OF CHUBBUCK STANDARDS, AND OSHA REQUIREMENTS. 3. ALL MATERIAL SHALL BE EXCAVATED 2 FEET BENEATH THE BOTTOM OF CONCRETE STRUCTURES. THE OVER EXCAVATION SHALL EXTEND LATERALLY A MINIMUM OF 2 FEET WIDER THAN PROPOSED CONCRETE STRUCTURE. 4. FOLLOWING EXCAVATION THE SUBGRADE SHOULD BE COMPACTED IN-PLACE TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY PER ASTM D-698 PRIOR TO PLACEMENT OF STRUCTURAL FILL. IF ANY HEAVING OR PUMPING OF SUBGRADE IS OBSERVED DURING THE COMPACTION PROCESS, THE UNSTABLE AREAS SHALL BE REMOVED TO FIRM SOIL AND REPLACED WITH GRANULAR STRUCTURAL FILL. 5. NO FROZEN MATERIAL SHALL BE UTILIZED AS BACKFILL MATERIAL. ALL FROZEN MATERIAL SHALL BE REMOVED PRIOR TO PLACEMENT OF CONCRETE FROM THOSE AREAS WHERE CONCRETE IS TO BE PLACED. DISCARD ALL FROZEN MATERIALS AS APPROVED BY OWNER. 6. BASE MATERIAL SHALL BE 3/4 INCH MINUS, WELL GRADED, CRUSHED SAND AND GRAVEL WITH LESS THAN 9% BY WEIGHT PASSING THE 200 SIEVE. 7. BASE MATERIAL SHALL BE PLACED OVER COMPACTED NATIVE SILT AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OF SOIL ACCORDING TO ASTM D-698. ASPHALT 1. ALL ASPHALT SHALL BE CLASS III PLANT MIX PG 58-28 3/4" MIX DESIGN. 2.SAW CUTTING OF ASPHALT SHALL BE DONE IN STRAIGHT LINES. 3. PATCH BACK IN RIGHT-OF-WAY SHALL BE TO THE CITY OF CHUBBUCK STANDARDS IMMAZI 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED USING MEGALUG RESTRAINT GLANDS OR APPROVED EQUAL. 2. ALL MAINLINE VALVES AND FITTING CONNECTIONS WILL BE REQUIRED TO BE FLANGED. 3. ALL POTABLE & NON -POTABLE LINES SHALL FOLLOW ISPWC STANDARD DETAIL (SD -407) FOR SEPARATION DISTANCES. 4. ALL BENDS, VALVES, TEES, & REDUCTIONS TO HAVE THRUST BLOCKS IN ACCORDANCE TO ISPWC STANDARD DETAIL SD -403. 5. ALL NEW WATER LINES TO BE FLUSHED & DISINFECTED ACCORDING TO ISPWC STANDARDS. 6. ALL POTABLE WATER LINES OUTSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL BE PRIVATELY OWNED AND MAINTAINED. 7. ALL FIRE WATER LINES SHALL BE 6" PVC C-900 DR -18. 8. ALL WATER SERVICE LINES SHALL BE 2" HDPE DR -7. 9. ALL CITY OWNED AND MAINTAINED WATERLINES SHALL MAINTAIN 5' OF MINIMUM COVER. 10. HOT TAPPING CITY WATER LINES SHALL BE PERFORMED BY THE CITY AT THE CONTRACTORS EXPENSE. 11. ALL WATER LINES LOCATED SOUTH OF THE PROPOSED 3" WATER SERVICE METER SHALL BE PRIVATELY OWNED AND MAINTAINED. 12. IRRIGATION DISTRIBUTION SYSTEM BY OTHERS. 13. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED USING MEGALUG RESTRAINING GLANDS OR APPROVED EQUAL. 14. ALL MAINLINE VALVES AND FITTINGS ADJACENT TO EACH OTHER SHALL BE FLANGED CONNECTION. 15. ALL NON-METALLIC PIPING TO BE INSTALLED WITH LOCATE WIRE AND METALLIC WARNING TAPE PER DETAIL SD -301. 16. ALL IRRIGATION PIPING SHALL BE SCHEDULE 40. SEWER 1. 8" SEWER PIPE SHALL BE PVC SDR -35. 2. 4" SEWER SERVICE PIPE SHALL BE SCH-40 PVC OR ABS. 3. ALL SANITARY SEWER LINES SHALL BE PRIVATELY OWNED AND MAINTAINED. 4. ALL SANITARY SEWER LINES LOCATED SOUTH OF THE PROPOSED 3" WATER SERVICE METER SHALL BE PRIVATELY OWNED AND MAINTAINED. 5. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED USING MEGALUG RESTRAINING GLANDS OR APPROVED EQUAL. 6. ALL MAINLINE VALVES AND FITTINGS ADJACENT TO EACH OTHER SHALL BE FLANGED CONNECTION. 7. ALL NON-METALLIC PIPING TO BE INSTALLED WITH LOCATE WIRE AND METALLIC WARNING TAPE PER DETAIL SD -301. I 5 Y LEGEND - - PROPERTY BOUNDARY LOT LINES PROPOSED RIGHT-OF-WAY LINES -------- PROPOSED EASEMENT LINES ADJACENT PROPERTY LINES CENTERLINES EXISTING RIGHT-OF-WAY LINES EXISTING EASEMENT LINES P ---- 0, EXISTING POWER LINES, POLES & GUYS w EXISTING WATER LINE, METERS & VALVES SS EXISTING SANITARY SEWER LINES & MANHOLES EXISTING FIRE HYDRANTS V PROPOSED FIRE HYDRANT X EXISTING FENCE LINES w PROPOSED WATER LINE IRR PROPOSED IRRIGATION LINE SS PROPOSED SANITARY SEWER LINE AND SEWER MANHOLES SI PROPOSED STORM DRAIN PIPING AND CATCH BASINS - - - - - - - - CLEARING LIMITS o PROPOSED SILT FENCE FIFE - FINISHED FLOOR ELEVATION TBC - TOP BACK OF CURB TBS - TOP BACK OF SIDEWALK TOC - TOP OF CONCRETE R - RADIUS PROPOSED MAJOR CONTOURS (2.5') _ PROPOSED MINOR CONTOURS (0.5') \ EXISTING MAJOR CONTOURS (2.5') EXISTING MINOR CONTOURS (0.5') 5 STRUCTURAL FILL SCREEN OR SIEVE SIZE % PASSING BY WEIGHT 3/4" 90-100% No. 4 40-65% No. 30 30-50% No. 200 3-9% m 3 3 a NOT TO BE USED FOR CONSTRUCTION 2 2 ............................... :Hidden Valley CUP: Exhibit 2 ................................ ■i7 C Im R loll C a I 20' 10' 0 20' mommol Scale 1"= 20' 7 a 5 4 3 2 ............................................. Hidden Valley CUP Exhibit 2 PREVIOUS SITE PLAN WITH 2 12 -UNIT BUILDINGS •..........................................1 M I Cn I W W ZE Cn FA w U) Q O rY Y U M m m Z) 2 U W I EROSION AND SEDIMENT CONTROL NOTES PERMANENT STORMWATER FACILITIES FA w U) Q O rY Y U M m m Z) 2 U W I EROSION AND SEDIMENT CONTROL NOTES PERMANENT STORMWATER FACILITIES HAVE BEEN INSTALLED. 1. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL ALL LAND—DISTURBING ACTIVITIES THAT BE FOLLOWED IN ORDER TO BEST MINIMIZE THE HAVE THE POTENTIAL TO CAUSE EROSION POTENTIAL FOR EROSION AND SEDIMENTATION OR SEDIMENTATION PROBLEMS HAVE CONTROL PROBLEMS: CEASED. A. FENCE AREAS TO BE PROTECTED OR LEFT VEGETATION HAD BEEN ESTABLISHED IN UNDISTURBED DURING CONSTRUCTION. THE AREAS NOTED AS REQUIRING B. CLEAR AND GRUB SUFFICIENTLY FOR VEGETATION ON THE ACCEPTED ESC PLAN INSTALLATION OF TEMPORARY ESC BMPS. ON FILE WITH THE LOCAL JURISDICTION. C. INSTALL TEMPORARY ESC BMPS, 2. RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND CONSTRUCTING SEDIMENT TRAPPING BMPS AS NATURAL VEGETATION IN AN UNDISTURBED STATE ONE OF THE FIRST STEPS PRIOR TO TO THE MAXIMUM EXTENT AND DURATION GRADING. PRACTICAL. D. CLEAR, GRUB AND ROUGH GRADE FOR 3. INSPECT, AND CLEAN IF NECESSARY, AT THE ROADS, TEMPORARY ACCESS POINTS AND END OF EACH DAY, ALL ROADWAYS ADJACENT UTILITY LOCATIONS. TO THE CONSTRUCTION ACCESS ROUTE IF E. STABILIZE ROADWAY APPROACHES AND SEDIMENT HAS BEEN TRACKED OFFSITE AND /OR TEMPORARY ACCESS POINTS WITH THE BEYOND THE ROADWAY APPROACH. APPROPRIATE CONSTRUCTION ENTRY BMP. 4. COVER ALL DUMP TRUCK LOADS LEAVING THE F. CLEAR, GRUB AND GRADE INDIVIDUAL LOTS CONSTRUCTION SITE. OR GROUPS OF LOTS. 5. RESTORE CONSTRUCTION ACCESS ROUTE EQUAL G. TEMPORARILY STABILIZE, THROUGH TO OR BETTER THAN PRE—CONSTRUCTION RE—VEGETATION OR OTHER APPROPRIATE CONDITION. BMPS, LOTS OR GROUPS OF LOTS IN 6. CONTROL FUGITIVE DUST FROM CONSTRUCTION SITUATIONS WHERE SUBSTANTIAL CUT OR ACTIVITY. FILL SLOPES ARE A RESULTS OF SITE 7. STABILIZE EXPOSED UNWORKED SOILS (INCLUDING GRADING. STOCKPILES), WHETHER AT FINAL GRADE OR NOT, H. CONSTRUCT ROADS, BUILDINGS, PERMANENT WITHIN 14 CALENDAR DAYS. STORMWATER FACILITIES (I.E. INLETS, PONDS, 8. PROTECT INLETS, DRYWELLS, CATCH BASINS AND UIC FACILITIES, ETC.). OTHER STORMWATER MANAGEMENT FACILITIES I. PROTECT ALL PERMANENT STORMWATER FROM SEDIMENT, WHETHER OR NOT FACILITIES FACILITIES UTILIZING THE APPROPRIATE BMPS. ARE OPERABLE. J. REMOVE TEMPORARY ESC CONTROLS WHEN: 9. KEEP ROADS ADJACENT TO INLETS CLEAN. I 7 10. INSPECT INLETS WEEKLY AT A MINIMUM AND DAILY DURING STORM EVENTS. CLEAN OR REMOVE AND REPLACE INLET PROTECTION DEVICES BEFORE SIX INCHES OF SEDIMENT ACCUMULATE. 11. WHENEVER POSSIBLE, CONSTRUCT STORMWATER CONTROL FACILITIES (DETENTION/RETENTION STORAGE POND OR SWALES) BEFORE GRADING BEGINS. THESE FACILITIES SHOULD BE OPERATIONAL BEFORE THE CONSTRUCTION OF IMPERVIOUS SITE IMPROVEMENTS. 12. STOCKPILE MATERIALS (SUCH AS TOPSOIL) ONSITE, KEEPING OFF OF ROADWAY AND SIDEWALKS. 13. COVER, CONTAIN AND PROTECT ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NON—INERT WASTES PRESENT ONSITE FROM VANDALISM. MAINTAIN A SUPPLY OF MATERIALS ON HAND TO ADDRESS AND CONTAIN SPILLS. 14. LOCATE DESIGNATED VEHICLE AND EQUIPMENT SERVICE AREAS, FUEL, AND MATERIALS AWAY FROM DRAINAGE INLETS, WATERCOURSES, AND CANALS. PROPERLY CONTAIN AREAS USING BERMS, SANDBAGS, OR OTHER BARRIERS. REGULARLY INSPECT AND MAINTAIN EQUIPMENT, ESPECIALLY FOR DAMAGED HOSES AND LEAKY GASKETS. 15. CONDUCT MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES (I.E. OIL CHANGES, FUEL TANK DRAIN DOWN, ETC) THAT MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS. CLEAN ALL I CONTAMINATED SURFACES IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. PERFORM REPAIRS ONSITE USING TEMPORARY PLASTIC OR OIL ABSORBING BLANKETS BENEATH THE VEHICLE. 16. DESIGNATE AN AREA FOR CLEANING PAINTING EQUIPMENT AND TOOLS. NEVER CLEAN BRUSHES OR RINSE CONTAINERS INTO STREET, GUTTER, DRAINAGE INLET, OR WATERWAY. 17. APPLY LANDSCAPING OR AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, IN SUCH A MANNER, AND AT APPLICATION RATES, THAT INHIBITS THE LOSS OF CHEMICALS INTO STORMWATER RUNOFF FACILITIES. 18. INSPECT ON A REGULAR BASIS (AT A MINIMUM WEEKLY, AND DAILY DURING/AFTER A RUNOFF PRODUCING STORM EVENT) AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO ENSURE SUCCESSFUL PERFORMANCE OF THE BMPS. 19. REMOVE TEMPORARY ESC BMPS WITHIN 30 DAYS AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. PERMANENTLY STABILIZE AREAS THAT ARE DISTURBED DURING THE REMOVAL PROCESS. 20. REFER TO IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY' CATALOG OF STORMWATER BEST MANAGEMENT PRACTICES & IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS (AS NOTED) FOR ALL BMP'S. 21. MARK LIMITS OF CONSTRUCTION WITH PLASTIC. METAL OR WIRE FENCE PER DEQ BMP4. 22. INSTALL CONSTRUCTION ENTRANCE PER DEQ BMP%, IDAHO TRANSPORTATION DRAWING P -1—F. 5 m 3 a NOT TO BE USED FOR CONSTRUCTION 2 W yy W � m C IN R 101 C 12, I 20' 10' 0 20' mommoll Scale 1"= 20' 7 Q 5 Y 3 2 ............................................. Hidden Valley CUP Exhibit 2 PREVIOUS SITE PLAN WITH 2 12 -UNIT BUILDINGS ........................................... W w i I 1 � I I 1 I 1 Cn Cn 1 ' 1 1 1 1 -- — —�— -- — -- -- — — — — — — -- — � —x x x x x x— T / 1 1 w o o 1 1 X mM W o p p ° p° p p ° ° p ° ° p ° ° ° p p ° ° p p ° p ° p ° ° p ° ° p W / X X 1 W w F1 111 Ll1 -X- A A X x x x x x x x x x — �I p 1 1 II p 1 SEE SH EET C1.02 & C1.04 1 SEE SHEET C1.01 & C1.03 1 1 1 1 � III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. � III. III. III. III. III. IIII� III. IIII� III. IIII� III. IIII� III. IIII� III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. III. � a NOT TOTAL NUMBER OF UNITS: 24 TO BE USED FOR TOTAL PARKING SPACES REQUIRED: 48 GARAGE PARKING SPACES PROVIDED (10'X22'): 24 CONSTRUCTION DRIVEWAY PARKING SPACES PROVIDED (10'X14'): 24 TOTAL PARKING SPACES PROVIDED:48 I 7 I 5 In 3 2 U) ZE r 9 9 RE C IN R D C B A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 Kj% mm�- 10' 5' 0 10' mommEl Scale 1"= 10' 1 1 �x 1 1 ' 4480.0 i i 1 / i X N O u o U w 1 10 W 2 � V) W ' � W V O' F- D O ' Z 11-- Z Z ' O � U O ' O 1 � 1 ° b cn ° ' 2 0 TBC 4480.1 TBC 4479.5 i '- IRR O IRR O IRR - x Off. 1 ° 1 x x - 1 1 i •............................................ Hidden Valley CUP Exhibit 2 PREVIOUS SITE PLAN WITH 2 12 -UNIT BUILDINGS Cn # DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) 2 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) Cn VALLEY GUTTER (SD -708) 7 CURB DRAIN (SD -715) 8 180' 9 PEDESTRIAN RAMP TYPE "C4" (SD -712C) 10 RECREATIONAL AMENITIES, SEE SHEET C1.06 TBC 4480.48 (MATCH EXIST.) -x -- x -- x -- x -- -- -- -- x --x --x - X - X - X -x= -x - - / f10'-6" TBC 4480.46 � C \ \ \ TBS 4480.54 \� \\ I � � -4479.5 - � I 37 \ EXISTING BUILDINGS (REMOVE & DISPOSE) J \ I / / `S 4 2 REMOVE & DISPOSE OF EXISTING CURB & GUTTER. ' , PATCH BACK ASPHALT TO PROPOSED CURB & GUTTER 15 5 7 PER SECTION D, SHEET C1.09 (12) 4-2460 UNITS II // 1 UTILITY _ - EASEMENT \ i \ FFE 4480.30 0 0 - T \\ � / I 18 o / o `� TBC 4480.39 EXISTING BUILDING T 15 EXISTING BUILDING p p (REMOVE & DISPOSE) (TYP.) (REMOVE & DISPOSE) I 1/ 10' � O p ° °° a TBS 4480.35 ° cn 0 ° ° p ° / / a p TBC 4480.34 Y ° 20' ° ° p / p TBC 4479.85 ° (TYP.)�, o p TBC 4479.84 m TBS 4480.12 ° TBS 4480.02' TBS 4480.17 ° TBS 4480.27- ° TBS 4480.12 // / TBS 4480.04 ° - TBC 4480.35 ° TBS 4480.02 TBS 4480.12 TBS 4480.27 TBS 4480.17-,,,4TBS 4480.02 / TBS 4480.19 ° I U 1 4480.0 ;[ w TBC 4479.48 TBC 4479.57 TBC 4479.72 TBC 4479.62 TBC 4479.47 TBC 4479.64 TBC 4480.22 TBC 4479.957 TBC 4480.1 7TBC TBC 4480.25 TBC 4480.0 4479.95 TBC 4479.49 TBC 4480.17 6 4479.47 TBC 4479.62J TBC 4479.73J _ TBC 4479.57 - - _ -TBC , 1 W W w w IRR IRR IRR IRR- IRR \ IRR IRR IRR IRR IRR IRR IRR IRR \ -----4480'j 0 I o � f116 LF OF 12"D ��� o INLET CATCH BASIN #2 (SD -601) \ PVC © 0.22%INLET CATCH BASIN #1 (SD -601) o \ RIM ELEV: 4479.45 44a0 'p RIM ELEV: 4479.45 INLET IN ELEV: 4476.70 \ , , -' INVERT OUT ELEV: 4476.95 I TBC 4479.80 INVERT OUT ELEV: 4476.65 ��--�- I TBC 4479.8 I X x x x x X x x - x x x x X X TBC 4480.3 TBC 4480.29 W 9 RETAIN & PROTECT EXISTING FENCE - - - - - - -TBC ---------------4480.0------------2 4480.3 � TBC 4480.28 TBC 4480.3 \ TBC 4480.20 cn (MATCH EXIST.) W # DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) 2 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 VALLEY GUTTER (SD -708) 7 CURB DRAIN (SD -715) 8 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 PEDESTRIAN RAMP TYPE "C4" (SD -712C) 10 RECREATIONAL AMENITIES, SEE SHEET C1.06 NOT TO BE USED FOR CONSTRUCTION 8 1 7 I 6 I 5 I 4 I 3 I 2 I 1 D C B A IBM C A ............................................ 8 I 7 I 6 1 5 1 4 I 3 I 2 I Hidden Valley CUP I/J% mom, / / 10' 5' 0 10' Scale 1"= 10' / - TC C, Q-A/ /� / RETAIN & PROTECT EXISTING FENCE 4473.17 o pQ Q) I i I� � /� OUTLET I I I ELEV: 4475.97 I I I I I I I ( 1 TBC 4480.94 10' _ TBC 4480.58 SEE SHEET C1.10 FOR IRRIGATION DETAILS - X 24' -TBC 4479.29 - - 19'-6" TBC 4479.53 _ 1 I TBS 4479.58 ° C 0 C Go 180' X 4480.0 X X'- x - x - X - - - - x ----------- � - - \ 4480.5 HUIL c PREVIOUS SITE PLAN WITH 2 12 -UNIT BUILDINGS ............ I I I I 1 60' ' 448 .0-- ' \ ----- -----_ V 1 \\� / 44)95 / \ � 1 / \ 1\ 5l 12 4 2460 UNITS 0 480.0 -� 3 rn\----------------- ---- 44805 - X X - TBC 4481.50 PROPOSED PERVIOUS AREA: 34,000 SF STORM WATER STORAGE REQUIRED: 70 CY STORM WATER STORAGE PROVIDED: 77 CY - DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) FFE 4480.30 2 1 ® 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 1 I CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 I I 7 CURB DRAIN (SD -715) TBC 4478.96 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 i SD ® ° TBC 4478.45 I I 4480.0 7 TBC 4479.8 I 1 ° ° ° 15' ° ° �' TBC 4478.49 TBS 4479.91 4479.5��- ° i 11 (TYP.) TBC 447$.99 I 1 ° ° ' SO ° \ I p ° (TYP.) TBC 4480.15 1 2 TBC 4479.5 TBC 4479.58 TBC 4479.73 TBC 4479.63 TBC 4479.48 TBC 4479.48 TBC 4480.10 TBC 4480.25 ' ±84 LF OF 12-0 \ TBS 4479_.75 ° ° PVC @ 0.22% \ So TBS 4480.05 TBS 4480.02 TBS 4480.12 ° ° TBS 4480.17 TBS 4480.27 TBS 4480.27 "TBS 4480.12 - - TBS 4480.02 TBS 4480.17 TBS 4480.02 TBS 4480.12 480.0 -� 3 rn\----------------- ---- 44805 - X X - TBC 4481.50 PROPOSED PERVIOUS AREA: 34,000 SF STORM WATER STORAGE REQUIRED: 70 CY STORM WATER STORAGE PROVIDED: 77 CY - DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) 2 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 VALLEY GUTTER (SD -708) 7 CURB DRAIN (SD -715) 8 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 i SD ® ° RECREATIONAL AMENITIES, SEE SHEET C1.06 4480.0 ° ° ° ° ° �' 4 4479.5��- ° so ° ' TBC 4480.15 1 2 TBC 4479.5 TBC 4479.58 TBC 4479.73 TBC 4479.63 TBC 4479.48 TBC 4479.48 TBC 4480.10 TBC 4480.25 ' TBC 4479.70,""TBC 4479.48 TBC 4479.63 TBC 4479.73 I TBC 4479.57 I TBC 4479.95 TBC 4479.58 \ TBC 4479.95 TBC 4480.09' TBC 4480.25 TBC 4480.10 ,,-------4480.0. \� C3 ±116 LF OF 12"0 o \ � _ O ±116 LF OF 12"0 ' - - - - - -INLET CATCH BASIN #4 (SD -601) PVC © 0.22% 4479.5 - - - - - - - - _ INLET CATCH BASIN #3 (SD -601) PVC 0.22% RIM ELEV: 4479.45 44�g.5 - I / RIM ELEV: 4479.45 ' INLET IN ELEV: 4476.20 x \ \ - , �/ INLET IN ELEV: 4476.45 - - INVERT OUT ELEV: 4476.15 - - - \ - - - - INVERT OUT ELEV: 4476.40 i # DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) 2 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 VALLEY GUTTER (SD -708) 7 CURB DRAIN (SD -715) 8 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 PEDESTRIAN RAMP TYPE "C4" (SD -712C) 10 RECREATIONAL AMENITIES, SEE SHEET C1.06 A 7 x x X X - X -----fix X X - TBC 4480.30 I 5 4 x X X7- X RETAIN & PROTECT EXISTING FENCE 3 NOT TO BE USED FOR CONSTRUCTION A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK I ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 2 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES GRADING PLAN 2 CHUBBUCK, ID HOUSE BUYERS 208 DRAWN: 6/13/24 PPROVED: CHECKED: PPROVED: DRAWING NO. 2024-066 NOTED C1. 0 2 3 N0. PLOT SCALE: D C B A 1 X ' 1 1 A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK I ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 2 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES GRADING PLAN 2 CHUBBUCK, ID HOUSE BUYERS 208 DRAWN: 6/13/24 PPROVED: CHECKED: PPROVED: DRAWING NO. 2024-066 NOTED C1. 0 2 3 N0. PLOT SCALE: D C B A om C A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 10' 5' 0 10' Scale 1"= 10' cV O U H W W 2 V) W W V) Z O H a D Z H Z O U Of O LL - 1 ■ L L A ......................1................... Hidden Valley CUP Exhibit 2 PREVIOUS SITE PLAN WITH 2 12 -UNIT BUILDINGS :.......................................... � I NOT TO BE USED FOR CONSTRUCTION STANDARD WATER SERVICE CONNECTION (SD -404) SEE WATER NOTE 10 STANDARD FIRE WATER CONNECTION (SD -404) SEE WATER NOTE 10 =R MANHOLE #1 (SD -501) (±4480.6) 60 (EXIST) 88 (EXIST) X5.86 8 1 7 I 6 I 5 I 4 I 3 I z I 1 ■W; C C u 101 C n I 10' 5' 0 10' / Scale 1"= 10' / / /+ /0/01 / SD -407 (TYP.) — Lz / SD ° ° ° p ° ° ° p ° ' O Sp p p 7 I I 4 I 2 ............I ............................. Hidden Valley CUP Exhibit 2 PREVIOUS SITE PLAN WITH 2 12 -UNIT BUILDINGS ........................................... I � I 1 X X X X X X X ' X ' 1 1 X ' O U 1H W 'W 2 N �° 1W W Z IF 18" OF VERTICAL 44 SEPARATION CANNOT BE ' Q ° ° p MAINTAINED, FOLLOW ISPWC ' Z bRR X X SEE SHEET C1.10 FOR IRRIGATION DETAILS _ X I W X IRR NO a 7 mim 11:7:7 ° ° 1a ° ° X p ° ° p ° ° I= SD cNn ° V)(n° ° cn cn Ln cn w m ° ° (n N p cn OW U)W ° ° V)W C/)(f)U) Cf) C/)' ° Sp � ° p ° a ' ±35' LF OF - ' 4"0 PIPE @ 1% SD (SERVICE) (TYP) X (n (n (n (n (n (n N 0 (n (n (n (n ' N Cf) N N N N (n (n Cn N C/) IRR IRR RR IRR IRR IRR RR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR ' 1 X ±237 LF OF 8"0 PIPE Com? 1% ss ss ss ss s ss ss I ss s I ss ss I ss ss ss ss ss —' x- X 1 — x PROPOSED SANITARY SEWER MANHOLE #3 (SD -501) X X X — x x X X x — x RIM ELEV: 4479.77 INVERT OUT (NORTH): 4471.44 ' 1 I 5 4 3 a NOT TO BE USED FOR CONSTRUCTION 2 ■i7 C R D C B A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 / 1000, 1 / x � APPROXIMATE TOE OF SLOPE / / x \ R/ R / APPROXIMATE TOP OF BANK E —,\, / x lRR / l RR r// / \ /F OF x RR l2'o / plpE /R / RR x l RR / x / x IRRIGATIO / x Kit .4mommEwl- %�) 3' 0 3' Scale 1"= 3' r' 7' PUMP W/ ENCLOSURE (BY OTHERS) Tlll"1 /'1r I'l A A I I/ rl I A A (l A r SECTION e 1 "= 2' Q2" GW, 19—W-4 SST GRATING #4 BARS @ 16" O.C. EA. WAY (TYP.) 6' C TOC EL. 4481.75 \fir\\fir\\fir\\ o o �//' ° • � � i � \4r\\fir\ 4� o // #4 BARS @ 14 O.C. \\ EA. WAY (TYP.) j// \/\ 1 "0 SCREEN— SUPPLY CREEN SUPPLY LINE 0 O /\\//\$CLEARWATER /8 a?�// ° I SELF—CLEANING SUCTION SCREEN 12"o SUPPLY LINE INVERT EL: ±4474.5 °I• / // #5 BARS @ 8"/ O.C. EA. WAY V '' 12"0 PIPE 12" MIN. STRUCTURAL FILL \/ #O.0 BARS EA. SWAY /\//\//\/� #O.0 BARS EA. ®AY SECTION F 1 "= 2' — 4'0 rn #4 BARS @ 14" DUTY PUMP /� O.C. EA. WAY (BY OTHERS) \\ \� to \ #5 BARS @ 8" O.C. EA. WAY r � ° 12" MIN. STRUCTURAL FILL ............................. Hidden Valley CUP: Exhibit 2 7' NOT TO BE USED FOR CONSTRUCTION SECTION G 1 "= 2' — 8 1 7 1 6 1 5 1 4 1 3 1 2 1 D C B A Im Im EmEpr."i DETAIL NTS �i� NOT TO BE USED FOR CONSTRUCTION NOTES 1. COORDINATE EXACT STYLE WITH OWNER. ................................ Hidden Valley CUP: Exhibit 2 ................................ 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 0 WE UP rw IV, om C Im A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 10' 5' 0 10' Scale 1"= 10' PATH OF FRONT WHEEL \ PATH OF FRONT EDGE OF TRUCK \ UAKIJAUL I KUUK FULL—IN PATH OF REAR WHEEL GARBAGE TRUCK PULL-OUT NOT TO BE USED FOR CONSTRUCTION ............................... Hidden Valley CUP: Exhibit 2 ...............................r 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 C C MR 10, om C B ...................... .j :Hidden Valley CUP 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 Appendix 2 .......................... 10' 5' 0 10' Scale 1"= 10' 4 4 4 4 ° / ° p p ° o p ° ° ° n p ° p ° � ° � j.� � t } ° p p ° v / p ° n / ° ° ° p ° ° ° ° �N ............................................. Hidden Valley CUP Exhibit 2 PREVIOUS SITE PLAN WITH 2 12 -UNIT BUILDINGS •..........................................1 LEGEND PROPOSED ASPHALT PROPOSED CONCRETE mm;h 11, "" BLUE GRAMA GRASS PROPOSED BUILDINGS BOXWOOD SHRUB NOT TO BE MAPLE TATARIAN TREE USED FOR /CONSTRUCTION W I Z Cn C � I 9 8 1 7 I 6 I 5 I 4 I 3 I 2 I 1 C C C u * I Ii 8 1 7 I 6 I 5 I 4 I 3 I 2 I 1 C C C u C A 7 t 38' 5 Y 3 EL. VARIES (SEE PLAN) MATCH EXISTING GRADE QO A /� „- „- „- 15" OF Y4" WASHED / PEA GRAVEL1 91 J // 3 (MIN) \\/\\ J� - SOD u 12 OF TREATED SOIL J / 6' �� \ \ NON -WOVEN FABRIC (PERIMETER ONLY) / \EL. 4475.4 \_ 3" MINUS RIVER ROCK // \\/\/\\ //\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ ///\/\/Ty \//\//\//\//\//\//\//\//\//\//\//\� \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ Xz / \X//� > X X /\\X//) X X r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ SECTION A NTS 1.02 II DETAIL 1 1"=2' C1 2 —6"0 CONCRETE PIPE BOLLARD (TYP.OF 5) SLATED FENCE ENCLOSURE, COORDINATE COLOR WITH OWNER ,-EDGE OF CONCRETE PAD ,,-CONCRETE PAD, SEE NOTES SHEET CO.01 SLATED FENCE GATE 7 SECTION C NTS 1.01 6"0 CONCRETE PIPE BOLLARD (TYP. OF 5) 21'2" PAVEMENT, SP -3 MIX WITH PG 58-22 BINDER 4" OF 3/4" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY 8" OF 2" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY COMPACT NATIVE SOIL SLATED FENCE ENCLOSURE r SLATED FENCE GATE 11' t6'-6" o - o ° O (o I LZ DUMPSTER � GARBAGE DUMPSTER II DETAIL 1 1"=2' C1 2 —6"0 CONCRETE PIPE BOLLARD (TYP.OF 5) SLATED FENCE ENCLOSURE, COORDINATE COLOR WITH OWNER ,-EDGE OF CONCRETE PAD ,,-CONCRETE PAD, SEE NOTES SHEET CO.01 SLATED FENCE GATE 7 SECTION C NTS 1.01 6"0 CONCRETE PIPE BOLLARD (TYP. OF 5) 21'2" PAVEMENT, SP -3 MIX WITH PG 58-22 BINDER 4" OF 3/4" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY 8" OF 2" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY COMPACT NATIVE SOIL SLATED FENCE ENCLOSURE r SLATED FENCE GATE 5 X X X SECTION H 1) 2' 4 2 6" R = 1" R = 3Y2„ tY2„ 4 4 AV •...............• ....a :Hidden Valley CUP Appendix 2 1 .......................... ASPHALTI \\/ 3 " MINUS BASE \/\ \/\\/\\/\ /4 \\//\\ \\//\\//\\// SECTION B NTS 1.01 SECTION D N TS 1.01 NOT TO BE USED FOR CONSTRUCTION 4" PAVEMENT, SP -3 MIX WITH PG 58-22 BINDER 4" OF 3/4" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY 12" OF 2" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY GEOTEXTILE FABRIC COMPACT NATIVE SOIL A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 2 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES SECTIONS & DETAILS CHUBBUCK, ID HOUSE BUYERS 208 DRAWN: 6/13/24 PPROVED: CHECKED: PPROVED: DRAWING NO. 2024-066 NOTED C1.09 3 NO. PLOT SCALE: DISC. REV. A c B A 0 I GARBAGE ° O (o I LZ DUMPSTER 9 — — — — r . — — T — — — — — r° — s ° BARS 18'\ .C. WAY / \ao \\#4 \A. \ \\ \13' 6 o XN 5 X X X SECTION H 1) 2' 4 2 6" R = 1" R = 3Y2„ tY2„ 4 4 AV •...............• ....a :Hidden Valley CUP Appendix 2 1 .......................... ASPHALTI \\/ 3 " MINUS BASE \/\ \/\\/\\/\ /4 \\//\\ \\//\\//\\// SECTION B NTS 1.01 SECTION D N TS 1.01 NOT TO BE USED FOR CONSTRUCTION 4" PAVEMENT, SP -3 MIX WITH PG 58-22 BINDER 4" OF 3/4" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY 12" OF 2" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY GEOTEXTILE FABRIC COMPACT NATIVE SOIL A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 2 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES SECTIONS & DETAILS CHUBBUCK, ID HOUSE BUYERS 208 DRAWN: 6/13/24 PPROVED: CHECKED: PPROVED: DRAWING NO. 2024-066 NOTED C1.09 3 NO. PLOT SCALE: DISC. REV. A c B A NOTE: All Stairs shall be Provided Illumination (R303.7) Wall switch @ each interior level where stairway has 6 or more risers. (R303.8) Exterior stairways shall provide light @ top landing. Ext stairs to basement shall provide light @ the bottom. 0 0 0 T STAIR HANDRAILS Max riser height is 7 3/4" with a max of 3/8" variation during continuous run. Min tread width is 10" with a max of Guard Rail shall have Intermediated rails 3/8" variation during continuous run. or ornamental closures that do not allow passage of a sphere 4" in diameter. If under -stair is enclosed and accessible the walls soffits shall be protected on the enclosed side with 1/2" gypsum board Triangle opening formed by the raiser, tread and bottom rail shall be such that a sphere 6" dia cannot pass through. DOUBLE PORTAL FRAME FT_ SINGLE PORTAL FRAME 3"x11.25" Min. Header (Built -Up, Solid Sawn, Glulam, Etc) 6' TO 18' Handrails shall be provided on at least one side of each continuous run with 4 or more risers. Handgrip portion shall have a circular cross section of 1 1/4" - 2" or equivalent Handgrip edges shall have a Min. rad of .01 " New Residence Kurt Hathaway Chubuck, Idaho CS -PF (fig R602.10.6.4) Fasten Sheathing to Header With 8d Common or Galy Box Nails in a 3" Grid Pattern as Shown — (2) 1/2" Dia Anchor Bolts With 7" Min Embedment and 2"x2"x3/16" Plate Washer a' FRONT ELEVATION -f; -L'+ NOT TO SCALE 8d Common Nails @ 6" o.c. Edge and 12" o.c. Intermediate - IRC 2018 Table 8602.3 (1) 1/2" or 25/32" Thick Structural Wood Sheathing applies Vertically or Horizontally on Studs Spaced a Maximum of 16" o.c. 1 I I 4'-0" MINIMUM EXTERIOR WALL BRACE PANEL Sheathing Filler If Needed 1000 LB Header Strap (On Opposite Side of Sheathing 16d Sinkers 2 -V Rows @ 3" o.c. Typical Portal Frame Construction 7/16" Min Thickness Wood Structural Panel SECTION A -A SIDE ELEVATION 1 1/2" galvanized roofing nail, 6d common nail staple galvanized 1/2" long, 1 1/4" screws type W or S @ 7" o.c. @ 4" o.c. Edge and 8" o.c. Intermediate - IRC 2018 Table R602.3(1) 1/2" Thick Gypsum Board applies on Studs Spaced a Maximum of 24" o.c. I I 4'-0" MINIMUM INTERIOR WALL BRACE PANEL A) Secondary Span Support if req'd to be spec. By contractor B) Deck Railing System if present shall meet current building codes for vert and horiz Loading. C) Contractor to verify with owner prior to construction location of all deck locations, if any. Contractor to provide details on aspects of any included deck system, and location of required bearing system. Above is provided as "TYPICAL" construction. Drywall & Waferboard not shown for Clarity 2x4 Interior Wall @ 16" o.c. a� U 0 N co d - Blocks at Drywall Joint for 7" o.c. Screws or Nails Dryall is �a Shown Cutaway POST AND BEAM SYSTEM Flashing 2x10 Treated Ledger Board Secured to Structure 1/2" dia Bolt or Lag per Table R507.2 Structure Overlapped Double Plate 2x6 Exterior Wall @ 16" o.c. with 7/16" Waferboard 4x4 Post with Simpson Post Cap & Post Stirrup 2x10 Treated Rim Board Secured to Post System 2x10 Treated Deck Joists @ 16" o.c. (to be verified by contractor) w/2x Treated Decking over 2x10 Treate Deck Joist 12" Dia Concrete Pier W/(6) #4 Vert R, Secure Concrete Pier to Concr, 10"x24" Sq Concrete Ftg W/(3) #4 E. W. (Contractor to verify footin( size and loading prior to construction) UNDISTURBE i MINIMUM EXHAUST RATES (M1505) KITCHEN - 100 CFM Intermittent or 25 CFM Continuous BATHROOMS - Mechanical Exhaust Capacity 50 CFM Intermittent or 20 CFM Continuous If Natural Ventilation is Less Than 5 air changes per hr Then A Whole -House Mechanical Ventilation System Capable of Supplying Outdoor Air of 15 Cubic Ft Per Minute Per Occupant. Contractor and/or Electrical Sub - Contractor to indicate exact location of fan units if not already indicated on the plan set. BRACE WALL PANEL DETAIL 1000 LB Header Strap Opposite Sheathing as 1 Nailing or Screws 7" o.c. Shown (See Section A -A Typ Max, Horz & Vert Electrical Subcontractor shall indicate on plans the Fasten Top Plate To Header With Two Rows 4'x8' unit containing a fuel -fired appliance and/or an Shear Paneling of 16d Sinkers @ 3" o. c. Typ on Both Sides Fasten Sheathing To HeaderWith 8d Common or Nails in 3' Grid Pattern as Shown and 3" o.c. 8'x8' in All Framing (studs and Sills) Typ. Shear Paneling For Frames Over 8' PanelSplace (If Needed) Shall Occur Within 24" of Mid -Height. Blocking is Required. If 2x Blocking is Used Wall=Lngth Then it Must Be Stitch Nailed With One Row 8'=16 ° of 16d Sinkers @ 3" o. c. DBL 2x Post 9'=18" 10'=20" (2) 1/2" Dia Anchor Bolts With 7" Min Embedment and 2"x2"x3/16" Plate Washer a' FRONT ELEVATION -f; -L'+ NOT TO SCALE 8d Common Nails @ 6" o.c. Edge and 12" o.c. Intermediate - IRC 2018 Table 8602.3 (1) 1/2" or 25/32" Thick Structural Wood Sheathing applies Vertically or Horizontally on Studs Spaced a Maximum of 16" o.c. 1 I I 4'-0" MINIMUM EXTERIOR WALL BRACE PANEL Sheathing Filler If Needed 1000 LB Header Strap (On Opposite Side of Sheathing 16d Sinkers 2 -V Rows @ 3" o.c. Typical Portal Frame Construction 7/16" Min Thickness Wood Structural Panel SECTION A -A SIDE ELEVATION 1 1/2" galvanized roofing nail, 6d common nail staple galvanized 1/2" long, 1 1/4" screws type W or S @ 7" o.c. @ 4" o.c. Edge and 8" o.c. Intermediate - IRC 2018 Table R602.3(1) 1/2" Thick Gypsum Board applies on Studs Spaced a Maximum of 24" o.c. I I 4'-0" MINIMUM INTERIOR WALL BRACE PANEL A) Secondary Span Support if req'd to be spec. By contractor B) Deck Railing System if present shall meet current building codes for vert and horiz Loading. C) Contractor to verify with owner prior to construction location of all deck locations, if any. Contractor to provide details on aspects of any included deck system, and location of required bearing system. Above is provided as "TYPICAL" construction. Drywall & Waferboard not shown for Clarity 2x4 Interior Wall @ 16" o.c. a� U 0 N co d - Blocks at Drywall Joint for 7" o.c. Screws or Nails Dryall is �a Shown Cutaway POST AND BEAM SYSTEM Flashing 2x10 Treated Ledger Board Secured to Structure 1/2" dia Bolt or Lag per Table R507.2 Structure Overlapped Double Plate 2x6 Exterior Wall @ 16" o.c. with 7/16" Waferboard 4x4 Post with Simpson Post Cap & Post Stirrup 2x10 Treated Rim Board Secured to Post System 2x10 Treated Deck Joists @ 16" o.c. (to be verified by contractor) w/2x Treated Decking over 2x10 Treate Deck Joist 12" Dia Concrete Pier W/(6) #4 Vert R, Secure Concrete Pier to Concr, 10"x24" Sq Concrete Ftg W/(3) #4 E. W. (Contractor to verify footin( size and loading prior to construction) UNDISTURBE i MINIMUM EXHAUST RATES (M1505) KITCHEN - 100 CFM Intermittent or 25 CFM Continuous BATHROOMS - Mechanical Exhaust Capacity 50 CFM Intermittent or 20 CFM Continuous If Natural Ventilation is Less Than 5 air changes per hr Then A Whole -House Mechanical Ventilation System Capable of Supplying Outdoor Air of 15 Cubic Ft Per Minute Per Occupant. Contractor and/or Electrical Sub - Contractor to indicate exact location of fan units if not already indicated on the plan set. BRACE WALL PANEL DETAIL on Single Side Minimum Specified Compressive Strength of Concrete (IRC 2018 Table R402.2) Bsmnt walls, fnd and other concrete not exposed to to the weather 2,500 psf Bsmnt walls, fnd and other concrete exposed to to the weather 3, 000 psf Porches, carport slabs and steps exposed to the weather and garage floor slabs 3,500 psf Floor Framing by Others U.N.O. Roof Framing by Others U.N.O. SQUARE FOOTAGE GENERAL NOTES The following information are for code compliance. Any Local Codes, Specification by an Engineer or Architect supersede this information. 1 Provide a minimum of 30" of working space in front of the furnace and a minimum of 3" along the sides and back. Any furnace located in the garage is required to be protected from impact. The ignition source shall be elevated 18". 2 The maximum length of a clothes dryer exhaust vent is 35'. A reduction in the maximum length of 2.5' for each 45 degrees, and 5.0 for every 90 degree bend shall apply. or per manuf instructions. 3 All 120 -volt branch circuits for 15 & 20 amp receptacle outlets in dwelling rooms, bedrooms, closets, halls and similar areas shall be protected by an arc -fault circuit interrupter. 4 A 22" x 30" attic space access point is req'd. R807 Unless specified, the Contractor is to locate it. 5 A 18" x 24" crawl space access point is req'd if a crawlspace exists. R408.4 Unless specified the Contractor is to locate it. 6 Provide floor and/or landing on each side of exterior doors. The width of the landing shall not be less than the width of the stairway or door served. Minimum of 36" in the direction of travel is required. Exception. -Non- Egress Door w/ no more than 2 risers, provided the door swings in. (R311.3.2) 7 Flashing shall be Installed in such a Manner so as to Prevent Moisture Entering the Wall and Roof Through Joints in Copings, Through Moisture Permeable Materials, and other Penetrations through the Roof Plane. (R903.2) 8 An Ice Barrier Consisting of at least two layers underlayment cemented together or of a self -adhering polymer modified bitumen sheet, shall be used in lieu of Normal Underlayment and Extend from the lowest edges of all roof surfaces to a point at least 24" inside the Exterior Wall Line of the Building (R905.1.2) 9 The Garage shall be Separated from the Residence and its Attic Area by not less than 1/2" Gypsum Board Applied to the Garage Side. Garage beneath habitable rooms shall be separated by not less that 5/8" type X Gypsum board or equivalent. (R302.6) 10 All Basement Sleeping Room's Window Wells a Greater than 44" Vertical Depth Shall have a Permantly Affixed Ladder or Steps. 8310.2.3.1 11 Openings between the Garage and the Residence shall be either: a Solid Wood Door no less than 1318" thickness, A Solid or Honeycomb -Core Steel Doornot less than 1318" Thick, or a 20 -Min Fire -Rated Door. Equipped With a Self -Closing Device R302.5.1 12 Patio Covers are not to exceed 12' in height. (This is not mandatory unless specifically Refer in the Adopting ordinance. (AH104.1) 13 Where Ceramic Tile is used Cement, Fiber -Cement or Glass Mat Gypsum Backer in Compliance with Code and Installed in Accordance with Mfg Recommendations Shall Be used as Backer for Wall Tile in Tub and Shower Areas and Wall Panel in Shower Area. (R702.4.2) CONTRACTORS NOTES 1 Contractor to verify all site dimensions and location prior to construction to ensure that all information within this plan set conforms to existing conditions, and to ensure compliance of local codes and ordinances as it pertains to the site location. 2 Contractor to verify all beam/header sizes have been properly determined to match loading for the area in which this structure is to be built. Refer to Engineered Roof Truss Layout, and Engineered Floor Joist Layout for information regarding structurally loading data used to design this structure. (Note: These plans do not provide this data as it is provided by the distributors of the respective Roof Truss / Floor Joist Suppliers) 3 Contractor to locate and supply information in regards to all foundation vents on all crawlspaces. 4 Contractor to verify with local codes for all Design Requirements with Asphalt Emulsion on Exterior Side over Concrete Footing Systems. 5 Contractor to verify with local codes for all Design Requirements over Undisturbed Soil. 6 Contractor to verify prior to construction all footing sizes, load requirements, soil bearing data, and SE requirements. 7 Contractor to verify with owner prior to construction all exterior materials, colors and types. 8 Contractor to verify all location of solid surfaces that require foundation adjustments. 9 Contractor to provide information on all areas requiring glazing with safety materials. 10 Contractor to verify all exterior siding systems that owner may specify. Contractor is responsible for all material details regarding products specifications, installation, and engineering data that may be required by owner or building department when obtaining permits. 11 Building shall have approved address numbers. The numbers shall be contrasted with their background. Numbers shall be 4" high, min stroke width of 1/2 arabic or alphabetical letters in a visible area. Typically, B'n'R Drafting Services does not provide Electrical, HVAC, or Plumbing notes, layouts, etc. Contractor is responsible for these. NOTES: 1. All Dimensions for Exterior Walls are Measured from Inside of Sheathing. 2. Unless Otherwise Specified All Dimensions Are Measured from finished wall. (assuming 112" gyp) 3. Unless Otherwise Specified All Angles Are 45 Degrees 4. Unless Otherwise Specified All Exterior Walls Are to SMOKE ALARM (R314) be 2x6. 5. Unless Otherwise Specified All Basement Walls Are If not already indicated on plans, Contractor and/or to be 8" Concrete. Electrical Subcontractor shall indicate on plans the 6. Unless Otherwise Specified All Window Headers Are location of all smoke alarms. Smoke alarms are to be at Approx 6'-8" Above Floor. required in each sleeping room, outside each sleeping area, and on each level or story of the structure. All SMOKE DETECTOR O CARBON MONOXIDE O smoke alarms to be interconnected such that the ALARM actuation of one alarms will actuate all alarms. Smoke alarms are required to be wired to the primary power source and have battery backup. HEADER TABLE Smoke alarms Shall be Installed no less that 3ft Unless noted otherwise the following header list Horz from the door or opening of the a bathroom Shall be used. that contains a bathtub or shower unless this Headers 4' or Less = (1) 1314" x 9 1/2" LVL or would prevent placement of a smake alarm (2) 2x10 Dim. Lumber Headers 6' or Less = (2) 1 3/4"x 9 112" LVL Note: Location on plans are approximate Headers 8' or Less = (3) 1 3/4"x 9 1/2" LVL or r • • 2) 1 3/4" x 11 7/8" L VL The included text is provided for the contractor's • e inst f/4Y"x 7/8" LVL or convenience. All text as found in the IRC -2018 codes shall (24" LVL h' h I f h override any text wit m t es p a s f ere �s a co ED ON 35 psf JD • Any notation includedwithe olinth at arprovided by an Architect o er, a tOnsruc ton priority over any text print witwin 1993 N. 37th E Falls, ID 83401 208-589-8383 'bnrdrafting.com W Z I— w LU 2 U) GO F¢- 0 Q Q 0 w ......................... Hidden Valley CUP: Exhibit 2 O O U ,_ ,_ w LU w w W W a 0 Q Q Q�Q w Z LU 1 Q z z a occ cc 0 OJ O o w ULI z w i CLC m 888 The plans are the joint property of 8'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is. CARBON CARBON MONOXIDE ALARM (R315) Nailing or Screws 7" o.c. If not already indicated on plans, Contractor and/or Max, Horz & Vert Electrical Subcontractor shall indicate on plans the location of all carbon monoxide alarms. In a dwelling 4'x8' unit containing a fuel -fired appliance and/or an Shear Paneling attached garage a Carbon Monoxide alarms are on Both Sides required outside each sleeping area. Where a fuel - or fired appliance is located within the bedroom a 8'x8' Carbon Monoxide alarem shall be installed within the Shear Paneling bedroom. on Single Side Minimum Specified Compressive Strength of Concrete (IRC 2018 Table R402.2) Bsmnt walls, fnd and other concrete not exposed to to the weather 2,500 psf Bsmnt walls, fnd and other concrete exposed to to the weather 3, 000 psf Porches, carport slabs and steps exposed to the weather and garage floor slabs 3,500 psf Floor Framing by Others U.N.O. Roof Framing by Others U.N.O. SQUARE FOOTAGE GENERAL NOTES The following information are for code compliance. Any Local Codes, Specification by an Engineer or Architect supersede this information. 1 Provide a minimum of 30" of working space in front of the furnace and a minimum of 3" along the sides and back. Any furnace located in the garage is required to be protected from impact. The ignition source shall be elevated 18". 2 The maximum length of a clothes dryer exhaust vent is 35'. A reduction in the maximum length of 2.5' for each 45 degrees, and 5.0 for every 90 degree bend shall apply. or per manuf instructions. 3 All 120 -volt branch circuits for 15 & 20 amp receptacle outlets in dwelling rooms, bedrooms, closets, halls and similar areas shall be protected by an arc -fault circuit interrupter. 4 A 22" x 30" attic space access point is req'd. R807 Unless specified, the Contractor is to locate it. 5 A 18" x 24" crawl space access point is req'd if a crawlspace exists. R408.4 Unless specified the Contractor is to locate it. 6 Provide floor and/or landing on each side of exterior doors. The width of the landing shall not be less than the width of the stairway or door served. Minimum of 36" in the direction of travel is required. Exception. -Non- Egress Door w/ no more than 2 risers, provided the door swings in. (R311.3.2) 7 Flashing shall be Installed in such a Manner so as to Prevent Moisture Entering the Wall and Roof Through Joints in Copings, Through Moisture Permeable Materials, and other Penetrations through the Roof Plane. (R903.2) 8 An Ice Barrier Consisting of at least two layers underlayment cemented together or of a self -adhering polymer modified bitumen sheet, shall be used in lieu of Normal Underlayment and Extend from the lowest edges of all roof surfaces to a point at least 24" inside the Exterior Wall Line of the Building (R905.1.2) 9 The Garage shall be Separated from the Residence and its Attic Area by not less than 1/2" Gypsum Board Applied to the Garage Side. Garage beneath habitable rooms shall be separated by not less that 5/8" type X Gypsum board or equivalent. (R302.6) 10 All Basement Sleeping Room's Window Wells a Greater than 44" Vertical Depth Shall have a Permantly Affixed Ladder or Steps. 8310.2.3.1 11 Openings between the Garage and the Residence shall be either: a Solid Wood Door no less than 1318" thickness, A Solid or Honeycomb -Core Steel Doornot less than 1318" Thick, or a 20 -Min Fire -Rated Door. Equipped With a Self -Closing Device R302.5.1 12 Patio Covers are not to exceed 12' in height. (This is not mandatory unless specifically Refer in the Adopting ordinance. (AH104.1) 13 Where Ceramic Tile is used Cement, Fiber -Cement or Glass Mat Gypsum Backer in Compliance with Code and Installed in Accordance with Mfg Recommendations Shall Be used as Backer for Wall Tile in Tub and Shower Areas and Wall Panel in Shower Area. (R702.4.2) CONTRACTORS NOTES 1 Contractor to verify all site dimensions and location prior to construction to ensure that all information within this plan set conforms to existing conditions, and to ensure compliance of local codes and ordinances as it pertains to the site location. 2 Contractor to verify all beam/header sizes have been properly determined to match loading for the area in which this structure is to be built. Refer to Engineered Roof Truss Layout, and Engineered Floor Joist Layout for information regarding structurally loading data used to design this structure. (Note: These plans do not provide this data as it is provided by the distributors of the respective Roof Truss / Floor Joist Suppliers) 3 Contractor to locate and supply information in regards to all foundation vents on all crawlspaces. 4 Contractor to verify with local codes for all Design Requirements with Asphalt Emulsion on Exterior Side over Concrete Footing Systems. 5 Contractor to verify with local codes for all Design Requirements over Undisturbed Soil. 6 Contractor to verify prior to construction all footing sizes, load requirements, soil bearing data, and SE requirements. 7 Contractor to verify with owner prior to construction all exterior materials, colors and types. 8 Contractor to verify all location of solid surfaces that require foundation adjustments. 9 Contractor to provide information on all areas requiring glazing with safety materials. 10 Contractor to verify all exterior siding systems that owner may specify. Contractor is responsible for all material details regarding products specifications, installation, and engineering data that may be required by owner or building department when obtaining permits. 11 Building shall have approved address numbers. The numbers shall be contrasted with their background. Numbers shall be 4" high, min stroke width of 1/2 arabic or alphabetical letters in a visible area. Typically, B'n'R Drafting Services does not provide Electrical, HVAC, or Plumbing notes, layouts, etc. Contractor is responsible for these. NOTES: 1. All Dimensions for Exterior Walls are Measured from Inside of Sheathing. 2. Unless Otherwise Specified All Dimensions Are Measured from finished wall. (assuming 112" gyp) 3. Unless Otherwise Specified All Angles Are 45 Degrees 4. Unless Otherwise Specified All Exterior Walls Are to SMOKE ALARM (R314) be 2x6. 5. Unless Otherwise Specified All Basement Walls Are If not already indicated on plans, Contractor and/or to be 8" Concrete. Electrical Subcontractor shall indicate on plans the 6. Unless Otherwise Specified All Window Headers Are location of all smoke alarms. Smoke alarms are to be at Approx 6'-8" Above Floor. required in each sleeping room, outside each sleeping area, and on each level or story of the structure. All SMOKE DETECTOR O CARBON MONOXIDE O smoke alarms to be interconnected such that the ALARM actuation of one alarms will actuate all alarms. Smoke alarms are required to be wired to the primary power source and have battery backup. HEADER TABLE Smoke alarms Shall be Installed no less that 3ft Unless noted otherwise the following header list Horz from the door or opening of the a bathroom Shall be used. that contains a bathtub or shower unless this Headers 4' or Less = (1) 1314" x 9 1/2" LVL or would prevent placement of a smake alarm (2) 2x10 Dim. Lumber Headers 6' or Less = (2) 1 3/4"x 9 112" LVL Note: Location on plans are approximate Headers 8' or Less = (3) 1 3/4"x 9 1/2" LVL or r • • 2) 1 3/4" x 11 7/8" L VL The included text is provided for the contractor's • e inst f/4Y"x 7/8" LVL or convenience. All text as found in the IRC -2018 codes shall (24" LVL h' h I f h override any text wit m t es p a s f ere �s a co ED ON 35 psf JD • Any notation includedwithe olinth at arprovided by an Architect o er, a tOnsruc ton priority over any text print witwin 1993 N. 37th E Falls, ID 83401 208-589-8383 'bnrdrafting.com W Z I— w LU 2 U) GO F¢- 0 Q Q 0 w ......................... Hidden Valley CUP: Exhibit 2 O O U ,_ ,_ w LU w w W W a 0 Q Q Q�Q w Z LU 1 Q z z a occ cc 0 OJ O o w ULI z w i CLC m 888 The plans are the joint property of 8'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is. ........................... Hidden Valley CUP Exhibit 2 ........................... Hidden Valley CUP Exhibit 2 128'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'_0" 8'-0" 8'-0" (464)0 2468 2468 2468 2468 2468 2468 2468 2468 Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom 10'-6" x 11'-3" 10'-6" x 11'-3" 10'-6" x 11'-3" 10'-6" x 11'-3" F10'-6" x 11'-3" 10'-6" x 26682668 2668 2668 2668 2668 2668 2668 ------- 2468 2468 ------- — — — — — —— 2468 2468 — -- — — —— — -- -- -- - 2468 2468 ------- ------- 2468 2468 -------- ° ° ��—_—_—_— _—_—_—_ �� ° °------- rp --------° ° �� -- — -- — — --- O� Li L -i ------- ------- REF. REF. ------- REF. REF. ------- ------- REF. REF. -0- DW o 0 0 0 0 o DW 0 0 DW o 0 0 0 0 o DW 0 0 (4Q DW o 0 0 0 0_ 0 o DW 0 0 DW o o 0 0 a o DW 0 0 Great Room Great Room S 11 Great Room Great Room Great Room Great Room Great Room 1F -2"x 12'-5" 1F -2"X 12'-5" 1F -2"X 12'-5" r 1F -2"X 12'-5" 1F -2"X 12'-5" 1F -2"X 12'-5" 1F -2"X 12'-5" V(3068::15' Great Room "3068 -2"x 12'-5° 3068 3068 3068/(3068 3068 3068 I c � EA rl I r 1 N y -2- 6 C5C 50 5050 (565)0 5 5 50 (5(5)0 5 50 5 50 Qa y � -� p Q) CU 2'-3" 8'-0" 5'-9" 5'-9" 8'-0" 2'-3" 2'-3" 8'-0" 5'-9" 5'-9" 8'-0" 2'-3" 2'-3" 8'-0" 5'-9" 5'-9" 8'-0" 2'-3" 2'-3" 8'-0" 5'-9" 5'-9" 8'-0" � o Q '(75 U. Q, 0 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0"Q�26��� N O.8 y � -.c -P!O 1281-01112, 28' - 0"� a � iQ O 22'�'Q N d U O i CU UPPER FLOORco Ca Lam, cQ U Baa 1 R 8 W. oW to4Q� r cCU O U N O d � U Q N N •V._� a` C-U'M I=—pj__ o(4jQ CU Z O a - U Cn LU O • • PreliminaryUj 0 Not 0 Construction > _____________ _ TOWNHOME DWELLING UPPER __---_---- 1-0, �G DATE: 15 July 2024 FLOOR -- 1 KQk FOR Kurt Hathaway PLAN 1993 N. 37th E `It% . 09 Idaho Falls, ID 83401 DRAWNBY.. Author Hidden Valley Townhomes 208-589-8383 services@bnrdrafting.com PROJECT:24XXXXXj \1 Chubuck, Idaho A4 The plans are the joint property of 8'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. 8'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is. 1 Front Elevation 3/16„ = 1'-0„ 2 Rear Elevation 3/16 LA ILI I I ,l .I ISI � ISI 11�I 11� JLI\'� 2 Rear Elevation 3/16 LA ILI I I JLI\'� k I' I' 1-1 -1 11 -TJ -11- . I 1 MEN MEMINIMMEM 2 Rear Elevation 3/16 LA ILI I I JLI\'� k I' I' 1-1 -1 11 -TJ -11- . I 1 2 Rear Elevation 3/16 LA ILI I I � MAIN FLOOR T.O.CONCRETE 0" GARAGE FTGAL -3' - 0" Preliminary Not For Construction 1993 N. 37th E Idaho Falls, ID 83401 208-589-8383 services@bnrdrafting.com ......................... : Hidden Valley CUP: Exhibit 2 The plans are the joint property of 8'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. 8'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is. 1 Riht Elevation 1/4 =1-0 *_Le ft Elevation 1/4 =1-0 UPPER DBL TOP PLATE � 17- 2 1/2" UPPER FLOOR 9'- 1 1/2" DBL TOP PLATEAU 8'-1�„ MAIN FLOOR T.O. CONCRETE 0" GARAGE FTG AL -3' - Oil 1 UPPER DBL TOP PLATE � 17'- 2 1/2" V UPPER FLOOR 9'- 1 1/2" \ DBL TOP PLATE 8'-1" MAIN FLOOR T.O. CONCRETE 0" GARAGE FTG AL -3' _ 0" 1 711/1211 OF-- ' / 12" N T Rig W 711/12,1 "/12" 7" / 1 2" OF CONTOUR 1 /8 = 1 -0 CRICKETS ARE TO BE FIELD LOCATED AS NEEDED TO INSURE PROPER DRAINAGE 81 Flat 8' Flat I I 8' Flat 8'R cc 3 8' Flat 8' Flat 8' Flat 4)_E!LING,CONTOUR 1/8 =1-0 M, 8' Flat -J �8' Flat L L 8'Flat L 8' Flat Preliminary 711/1211 -14 8' Flat ........................... Hidden Valley CUP Exhibit 2 711/1211 Not For Construction 1993 N. 37th E Idaho Falls, ID 83401 208-589-8383 services@bnrdrafting.com The plans are the joint property of 8'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. 8'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is. C, FRONT LEFT �,�FRONT RIGHT U CFRONT CENTER 3 REAR LEFT 4 REAR RIGHT Not For Construction 1993 N. 37th E o Falls, M 83401 208-589-8383 ?bnrdrafting.com DATE: 15 July 2024 DRAWN BY.- R RS PROJECT: 24XXXXX FOR Kurt Hathaway Hidden Valley Townhomes Chubuck, Idaho ........... ......... Hidden Valley CUP Exhibit 2 1 3D 11 PERSPECTIVE l 1I A8 The plans are the joint property of 8'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. 8'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is. Frm ENGINEERING, INC. July 16, 2024 City of Chubbuck Community Services Department Planning Services Division Attn: Don Matson PO Box 5604 Chubbuck, ID 83202 RE: 265 W Chubbuck Rd Dear Mr. Matson, ,.......................... Hidden Valley CUP Exhibit 2 e...........................r 845 West Center, Suite E P. 0. Box 1327 Pocatello, ID 83204 Telephone: 208-233-4226 Facsimile: 208-233-3997 E-mail: Radke@ae-eng.com Thank you for your design review of the Hidden Valley Townhomes Project. Attached are our responses to the Planning Service Division's comments. Business Licensing: • Findings: a) No license required unless business office is opened on site. Fire Codes / EMS: • Conditions for Approval: a) If buildings are fire sprinkled, plans need to be submitted to the State Fire Marshall, fire Alarms to Chubbuck Fire b) Fire turnaround will need sign "NO PARKING FIRE LANE". No parking in front of Fire Hydrant. There are no plans to provide fire sprinklers in the proposed buildings. A sign stating "NO PARKING FIRE LANE" shall be shown in front of the fire hydrant on the revised construction drawings. Addressing / Display • Findings: a) The address will be 265 W. Chubbuck Road with all units being Suites. Property address and Suite labeling will be included and shown on the revised construction drawings. July 16, 2024 Police / Public Safety: • Findings: a) No concerns at this time. ,.......................... Hidden Valley CUP Exhibit 2 ............................. Page 2 Land Use and Zoning: • Findings: a) Property is in the General Commercial (C-2) zone; use is conditional, so a Conditional Use Permit (CUP) from the Land Use and Development Commission will be required. o The neighboring parcels are in the PUD zone. • Conditions for Approval: a) City code allows nor more than 8 units in one townhouse structure. The 2 x 12 unit structure plan will need to be adjusted. b) Following approval of the Design Review apply for a CUP. Staff recommends obtaining CUP approval prior to filing of a plat applications, or filing concurrently. c) Commission may require additional improvements as conditions of approval. The construction drawings shall be revised to include three groups of eight units rather than two groups of 12 units. A conditional use permit is being applied for concurrently with the preliminary plat. Traffic Study Standards: • Findings: a) Traffic impact statement provided appears to meet the city's requirements. Street / Approach / Access Management: • Findings: a) Approach appears to meet the previously agreed to compromise. On-site traffic circulation / sanitation access: • Findings: a) It appears access for the sanitation truck is acceptable. • Conditions for Approval: a) Paint the curb and sign the access lane for "No Parking" due to the limited width of the lane. Parking in the turn around area will also need to be restricted b) City strongly recommends verifying a single sanitation container will be sufficient. If a second container is needed, a larger enclosure will be required. The revised construction drawings shall include paint marking details and a sign stating "NO PARKING" in the garbage truck turn around area. Calculations shall be completed to verify the A&E Engineering, Inc. ■ 845 W. Center Street, Suite E ■ P.O. Box 1327, Pocatello, ID 83204 p:208-233-4226 f:208-233-3997 r.......................... Hidden Valley CUP Exhibit 2 ............................ July 16, 2024 Page 3 required size of the sanitation container, and the construction drawings shall be revised as needed. Stormwater: • Findings: a) Stormwater needs to be retained on site and the plans appear to show that will take place. • Conditions for Approval: a) A stormwater report in accordance with the PVSDM will need to be submitted for review and approval. Stormwater retention will need to be built per the submitted plans to be verified as a condition of approval for a certificate of occupancy. A stormwater report shall be submitted along with the revised construction drawings. Water / Sewer Standards: • Findings: a) The sewer line south of the proposed manhole in Chubbuck Road, the water services downstream of the meter, and the fire hydrant lateral will all be considered private and must be maintained by the property owner. • Conditions for Approval: a) The development agreement will include the following conditions: o The water lines, downstream of the meter, will be privately owned and maintained. o The fire line and hydrant, will be privately owned and maintained. The City will have authority to operate the fire hydrant for testing and use. If issues are discovered, the property owner shall repair or replace the fire hydrant or lateral pipe immediately. o The sewer line and manholes, upstream of the manhole located in Chubbuck Road, will be privately owned and maintained. b) A single utility customer must be designated for the entire development. A development agreement shall be reached between the City of Chubbuck and the developer addressing the above listed conditions. Wastewater Pre-treatment / Chemical On-site and Disposal: • Findings: a) Residential — no concerns at this time. Right-of-wak • Findings: a) Residential — no concerns at this time. A&E Engineering, Inc. ■ 845 W. Center Street, Suite E ■ P.O. Box 1327, Pocatello, ID 83204 p:208-233-4226 f:208-233-3997 July 16, 2024 i .......................... Hidden Valley CUP Exhibit 2 ............................1 Page 4 Curb, Gutter, Sidewalks / ADA: • Conditions for Approval: a) Sidewalk and pedestrian ramps on Chubbuck Road will need to meet ADA and City standards. A detailed review will be completed during construction plan review; will be verified as a condition of approval for a certificate of occupancy. All sidewalk and pedestrian ramps shall meet ADA and City standards as shown on the submitted construction drawings. Platting / Development Agreements: • Findings: a) Parcel is unplatted. • Conditions for Approval: a) Full platting process required (preliminary and final), along with a development agreement. The Hidden Valley Townhomes project shall proceed through the full plating process including a preliminary plat followed by a final plat along with a development agreement. Building and Zoning codes for site: • Findings: a) Proposal meets zoning code for setbacks and height. b) Clarify if the units will be individually owned/divided into separate lots. • Conditions for Approval: a) If divided into separate lots the units are defined as townhomes; city code limits townhome structures to no more than 8 units. The two buildings with 12 units each would need to be changed to three buildings with 8 units each. The construction drawings shall be revised to include three groups of eight units rather than two groups of 12 units. Building Design / Elevations: • Findings: a) Building design appropriate for multi -family, as well as in C-2 zone. • Conditions for Approval: a) Land Use and Development Commission may add requirements for building appearance, landscaping, etc. b) Provide full color elevations of all sides, include texture, etc., for the CUP application. Clarify if the 4 -unit draft will be duplicated to create the 8- or 12 -unit structures. A&E Engineering, Inc. ■ 845 W. Center Street, Suite E ■ P.O. Box 1327, Pocatello, ID 83204 p:208-233-4226 f:208-233-3997 July 16, 2024 r .......................... Hidden Valley CUP Exhibit 2 ............................ Page 5 Detailed plan and elevation drawings of the proposed structures shall be provided with the Conditional Use Permit Application, including clarification on the number of units in each building. Floor Plans / Non -Residential Square Footage: • Findings: a) All residential — no non-residential square footage. Lighting Standards: • Findings: a) Will use lights per memo, not to face upward. • Conditions for Approval: a) Lighting to be installed as suggested, without trespass off-site. City Code requires that no light trespass occurs upwards into the nighttime sky and so both elements, trespass off-site and trespass upwards will be verified as a condition of approval for a certificate of occupancy. No street lighting shall be provided in the proposed development, and no light trespass shall occur. A plan for the lighting fixed to the exterior of the proposed structures shall be included with the revised construction drawings. Verification that no light trespass occurs shall be completed prior to approval for a certificate of occupancy. Parking /Accessible Parking; • Findings: a) One garage space and one driveway space are provided for each unit. Conditions for Approval: b) Suggest adding some visitor parking stalls between 2nd and 3rd buildings (on revised plat) this may require moving trees to islands between driveways. Addition of visitor parking stalls shall be taken under consideration by the developer. Findings: a) No free-standing signs are planned at this time. Conditions for Approval: a) Submit plans / sign permit application to building department with building permit application should any signs be desired in the future. b) For a residential development in a commercial district only a monument sign is allowed. All free-standing signs, including monuments, also require a Design Review. A&E Engineering, Inc. ■ 845 W. Center Street, Suite E ■ P.O. Box 1327, Pocatello, ID 83204 p:208-233-4226 f:208-233-3997 July 16, 2024 ,.......................... Hidden Valley CUP Exhibit 2 ............................. Page 6 There are no current plans to include a free standing or monument sign as a part of this development. Landscaping: • Findings: a) Per code, all unbuilt areas are shown as landscaped. b) Road frontage of ±60' requires 2 trees and 12 shrubs and pruned to keep sight triangle clear of obstructions. o Plan provides 3 trees and 6 shrubs. o Plan appears to show all shrubs and trees are outside the sight triangle. c) Interior of development has approximately 14,000 sf of paved surface; 5% must be in landscaped beds adjacent to parking (min. 700 sf) with 1 tree per 200 sf (min 4 trees). o Interior landscape areas exceed 700 sf adjacent to parking. o In the middle of the project 2 trees are located next to the pavement. One of the three trees on the frontage can be included because it is also next to the pavement/parking spaces. • Conditions for Approval: a) Add 6 shrubs to the frontage landscaping. o To increase safety at the entrance/exit sight triangle select boxwood (or other shrub) cultivars that will grow no taller than 3'. b) Add 1 (or 2) trees to the interior of the development in beds adjacent to the paved areas. The revised construction drawings shall include six additional shrubs along the frontage of West Chubbuck Road. All shrubs along West Chubbuck Road shall be box shrubs to limit sight restrictions for vehicles. Two additional trees shall be added to the development adjacent to paved areas. If you have any further questions or concerns, please let me know. Thank you, Wyatt Radke, M.S., E.I., P.L.S. A&E Engineering, Inc. A&E Engineering, Inc. ■ 845 W. Center Street, Suite E ■ P.O. Box 1327, Pocatello, ID 83204 p:208-233-4226 f:208-233-3997 EXHIBIT 3: CURRENT ZONING MAP .............................I Hidden ValleyCUP ar, ChubbucTonin�qDiTtricts Agriculture (A) Single Family Residential (R-1) Limited Residential (R-2) Limited Residential - P (R -2P) ■ Dense Residential (R-4) Limited Commercial (C-1) ■ General Commercial (C-2) . %-''Rwmq- Industrial (1) •.i.•�.•ii h ►'a LAI,. T nfi r . • ■ Planned Unit Development (PUD) low �- l ■ Creative Community Creative Community -Northside Crossing (CC -NC) Creative Community -Harvest Springs (CC -HS) County Highway Cooridor (HC) ■ Village (V) 1 .............................I Hidden ValleyCUP••: EXHIBIT 4A: COMPREHENSIVE PLAN FUTURE LAND USE MAP ........................... Hidden Valley CUP ............................. EXHIBIT 4B: COMPREHENSIVE PLAN POLICIES RELEVANT TO THE APPLICATION COMPREHENSIVE PLAN CHAPTER 4: LAND USE GOAL 4.1 DIRECT URBAN GROWTH TO URBAN INFILL AREAS OBJECTIVE 4.1.1 Strongly protect prime agricultural land from development sprawl POLICY c. Discourage sprawl, promote compact development patterns; locate in City limits and Urban Service Boundary (USB) COMMENT The project is within City limits and the Urban Service Boundary. OBJECTIVE 4.1.2 Coordinate the provision of public services and infrastructure with proposed land use POLICY c. Take advantage of the existing investment by encouraging infill and redevelopment projects COMMENT The project is surrounded by developed land and can be considered an infill parcel. OBJECTIVE 4.1.3 Make investment in infill and redevelopment more attractive than sprawl POLICY a. Permit increased residential densities in areas where infill and redevelopment are targeted COMMENT The project is surrounded by developed land and can be considered an infill parcel. GOAL 4.5 ENCOURAGE COMPATIBLE LAND USES OBJECTIVE 4.5.1 Encourage a transition from low -intensity to higher intensity land uses POLICY b. Use a combination of zoning, performance requirements, site planning, and transportation routes to create the highest level of compatibility between adjacent uses while retaining a complementary mix of possible uses within neighborhoods and communities COMMENT The project is similar to the development to the west — they share a long boundary. The parcel to the east is largely undeveloped. POLICY f. Encourage residential infill in suitable locations COMMENT The project is surrounded by developed land and can be considered an infill parcel. CHAPTER 5: TRANSPORTATION GOAL 5.1 PROVIDE FOR SAFE AND FREE-FLOWING TRAFFIC FOR ALL MODES OF TRANSPORTATION OBJECTIVE 5.1.1 Increase the efficiency of functional class roads POLICY No policy was included in the Comprehensive Plan for this objective; however the City promotes efficiency and safety on collector and arterial roads by following approved design standards and access management guidelines COMMENT The project will remove an access from Chubbuck Rd, generally increasing safety along the corridor. OBJECTIVE 5.1.5 Encourage bicycle and pedestrian systems that support transit and provide an alternative means to access commercial centers, neighborhood employment centers, and public services such as schools and parks POLICY a. Continue to implement standards for sidewalks to be constructed at the time of subdivision development COMMENT Existing sidewalk network connects the site to shopping on Yellowstone Ave, several city parks. OBJECTIVE 5.1.7 Provide a connected network of pedestrian -friendly streets and pathways POLICY a. Design new streets to connect with other streets, except where topography or existing development prevents a connection COMMENT Existing sidewalk network connects the site to shopping on Yellowstone Ave, several city parks. CHUBBUCK 1 0 A A 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us .............................. Hidden Valley.CUP..; POLICY f. Provide pedestrian and vehicular connections between adjoining developments for new commercial, industrial, and institutional development, where possible COMMENT The access drive is planned for the ability to combine with the neighboring property access if/when it redevelops. POLICY g. Provide sidewalks along both sides of all public streets COMMENT Existing sidewalk network connects the site to shopping on Yellowstone Ave, and several city parks. Sidewalks are on both sides of Chubbuck Rd. OBJECTIVE 5.1.8 Use innovative transportation design strategies to promote pedestrian -oriented development and infill POLICY a. Allow access lanes (public or private streets) to provide access for infill properties that are landlocked or have restricted access; access lanes are generally narrower than normal city streets and may provide access for up to 12 dwellings, depending on connectivity COMMENT The access lane to the buildings is narrower than a standard street but can be served by city sanitation and emergency services. CHAPTER 6: COMMUNITY DESIGN GOAL 6.2 ENCOURAGE NEW DEVELOPMENT THAT IS COMPATIBLE WITH EXISTING BUILDINGS AND NEIGHBORHOODS, AND PROMOTE AND PRESERVE THE QUALITY OF RESIDENTIAL NEIGHBORHOODS OBJECTIVE 6.2.1 Use design guidelines, standards, and incentives to ensure that new infill and redevelopment are compatible with established development POLICY a. Bulk and height of the new residential infill and redevelopment projects shall be similar in scale to surrounding residential development COMMENT The project is very similar to the development to the west — they share a long boundary. The parcel to the east is largely undeveloped. OBJECTIVE 6.2.2 Encourage infill and redevelopment to be pedestrian -oriented POLICY a. New infill and redevelopment housing shall be designed so that: • Garages and carports are set back farther from the street than the front of the dwelling • Usable front porches or balconies are provided and are oriented to the street COMMENT The buildings are setback from the street. CHAPTER 7: GOVERNMENT SERVICES GOAL 7.2 PROTECT LIFE AND PROPERTY IN CHUBBUCK BY PROVIDING FIRE, RESCUE, AND EMERGENCY MEDICAL SERVICES OBJECTIVE 7.2.2 Monitor population growth patterns in consideration of the need for building additional fire stations in Chubbuck POLICY a. Discourage development outside the USB COMMENT The project is near the city center and it within the USB. GOAL 7.5. MANAGE STORMWATER RUN-OFF TO REDUCE SOIL EROSION AND FLOODING OBJECTIVE 7.5.1 Develop and keep up-to-date, a cost-effective and environmentally sensitive stormwater facility master plan POLICY a. Encourage new development to retain stormwater runoff on-site COMMENT The project is designed to retain all stormwater on-site. 1940�f_'\ CHUBBUCK 1 0 A A 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us �.......................... Hidden Valley CUP ............................. GOAL 7.7 IDENTIFY FINANCIAL STRATEGIES TO DELIVER COMMUNITY SERVICES AND TO DEVELOP PUBLIC BUILDINGS AND UTILITY SYSTEMS OBJECTIVE 7.7.1 Manage the cost of providing public services to the community POLICY a. Encourage compact development in order to reduce the cost of providing public services COMMENT The project is surrounded by developed land and can be considered an infill parcel. CHAPTER 10: HOUSING GOAL 10.1 RESPOND TO HOUSING NEEDS OBJECTIVE 10.1.1 Assure an adequate supply of land for residential development POLICY a. Plan for a variety of housing types COMMENT The project will provide a townhome product that should be more affordable to purchase than detached single-family homes. OBJECTIVE 10.1.2 Protect residential property values POLICY a. Use a combination of zoning, development standards, site planning guidelines, and transportation routes to protect residential property values — they will be used to create the highest level of compatibility between adjacent uses possible while retaining a synergistic mix of uses within neighborhoods and communities COMMENT The project is very similar to the development to the west — they share a long boundary. The parcel to the east is largely undeveloped. OBJECTIVE 10.1.3 Encourage the development of affordable housing POLICY d. Encourage residential infill and redevelopment in target areas COMMENT The project will provide a townhome product that should be more affordable to purchase than detached single-family homes. GOAL 10.3. ENCOURAGE MORE DENSE RESIDENTIAL DEVELOPMENT PATTERNS WITHIN THE CITY OBJECTIVE 3.2 Encourage more dense residential developments, generally meeting the following criteria, in all areas of the city POLICY a. Single-family attached: Structures such as townhouses or rowhouses. Generally acceptable anywhere a single family residential unit is permitted COMMENT The project will provide a townhome product that should be more affordable to purchase than detached single-family homes. CHAPTER 13: SCHOOL LOCATION AND TRANSPORTATION GOAL 13.1 DELIVER OUR CHILDREN SAFELY TO SCHOOL OBJECTIVE 13.1.2 Create opportunities for children to walk safely to school POLICY a. Establish a system of paths, sidewalks, bike lanes and routes that permit safe access to city schools COMMENT Sidewalks and marked pathways exist between the development and Chubbuck Elementary. POLICY c. Require sidewalks along both sides of public streets COMMENT Existing sidewalk network on both sides of the street connects the site to shopping on Yellowstone Ave, several city parks. CHUBBUCK 1 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us /64��ef_\ Community Services Department, Planning Division CHUBBUCK 290 E Linden Avenue, Chub 4 Obuck, ID 83202 1 0 1 0 0 www.CityofChubbuck.us �....... ........... Hidden Valley CUP Exhibit 5A .............................. DESIGN REVIEW APPLICATION June 2023 Form Page i of 2 Please consult the Design Review Information Sheet, city staff, or chapter 18.76 of City Code for guidance on on application. DATE RECEIVED: $150 FEE PAID? ❑ VrcS ❑ CLERK INITIALS: SECTION A —APPLICANT A1. Name A&E Engineering A3. Phone Number (include area code) (208)233-4226 iradke@ae-eng.com A4. Email Address A2. Mailing Address City State Zip Code PO Box 1327 Pocatello ID 83204 SECTION B — OWNER (IF DIFFERENT THAN APPLICANT) 81. Name House Buyers 208, LLC & Idaho Creative Solutions 83. Phone Number (include area code) 1(208)569-2885 64. Email Address kurthath@gmail.com 02. Mailing Address C'NIdaho Falls S,a,e Zip Code 2646 Limmerick Circle ID 83404 SECTION C — PROFESSIONAL SERVICES (IF ANY) C1. Point of Contact Wyatt Radke C3. Phone Number (include area code) (208)233-4226 C4. Email Address radke@ae-eng.com C2. Firm Name Mailing Address City State Zip Code A&E Engineering PO Box 1327 Pocatello ID 83204 SECTION D — PROJECT INFORMATION D3. Project Name Hidden Valley Townhomes 1)6. Zoning on Site Planned unit development (PUD) D2. Site Address (or Location if no Address) 265 West Chubbuck Road D7. Project Description and Proposed Use(s) Multifamily Housing 03. Existing Structure(s) and/or Other Conditions on Site Single Family Home/Undeveloped D4. Size (Acres or Square Feet) of Project Area / Parcel 1.17 acres D8. General Traffic, Vehicle Types Expected (include box trucks, tractor trailers) Residential Traffic/vehicles D5. Size (Square Feet) of Proposed Structure(s) (24) 600 SF = 14,400 SF SECTION E — REQUIRED ATTACHMENTS Include a separate document for each attachment E2 — Ell El. Design Review Clearance application fee - $150 1 E2. Vicinity map of site and surrounding area [0 drawn to scale, with the following elements item Description — check off each element Please describe features on a separate sheet if necessary. l;Z Project location and boundaries Existing off-street parking facilities, if any Existing buildings, fences, signs, etc., and trees on site Access points to project site (� Bu Idmgs and structures on adjacent properties Access points to adjacent properties and to properties across the street CHLEBUCK Igloo Community Services Department, Planning Division 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us E3. Site Plan 2 drawn to scale, with the following elements item Description — check off each element Project boundaries Structures — buildings, loading docks, fences, signs, etc I3 Existing structures, parking, and trees to remain on site Parking areas and traffic circulation patterns Parking stalls (stalls must be at least 180 square feet) PerADA standards all projects require at least one accessible space and it must be van accessible r .......................... Hidden Valley CUP Exhibit 5A ............................r DESIGN REVIEW APPLICATION June 2023 Form Page 2 of 2 Please describe features on a separate sheet if necessary. Sidewalks, ADA ramps, and pedestrian route(s) to building Stormwater retention areas Easements and rights-of-way m Above and below ground utilities and irrigation facilities Landscape bed locations IG3 Dumpster enclosures OR, if using trash torts instead of a dumpster, check here r E4. Preliminary (or final) landscaping plan (on separate sheet) I2 ES Floor plan(s), include gross square footage for each floor, occupancy classification and type of construction, location of any floor drains m E6. Detailed elevations of all sides of proposed buildings in the development, and other exterior a ements such as color, materials, etc. m E7. Signage plan, showing location, size, and dimensions of each, with illustrations (separate sheet) I2 EB Lighting plan, showing, 1 -locations of lighting structures and fixtures, 2 -lighting distribution on site, and 3 -lighting fixtures/type — demonstrating how light will be aimed and shielded to prevent light trespass off the property and downward from the night sky (separate sheet/sheets) I� E9 A list of chemicals, including cooking oils, to be stored and/or used on site (separate sheet) ❑ if proposed for disposal in the sanitary sewer system, submit proposed pretreatment method, if any (inc ude with. ist of chemicals) [] Yes ® N/A E10. A traffic analysis, following the format provided in the BTPO Traffic Impact Analysis Guidelines, Appendices A and 6, or A and C, as required lad Ell. If the project is in the CC -HS, CC -NC, PUD, HC, or V zone, attach any required checklist or certification of compliance for the zone (Dyes ®N/A SECTION F- CERTIFICATION • 1, the undersigned, hereby certify that the information herein and attached hereto is true and correct to the best of my knowledge. • I agree to comply with all provisions of ordinances and laws governing this type of work, whether specified herein or not. • 1 am aware that if this application is not complete, the Design Review Committee will not begin its review unt-1 the proposal is deemed complete by the City upon further submission of materials. • 1 hereby authorize the filing of this application and grant approval of on-site review of the development described herein. • 1 certify that I am authorized to file this application. FI. Signature F2. Printed Name F3. Date Zr/ yatt Radke 17/1/24 SECTION G- FOR CITY STAFF USE ONLY G3. Completeness Review Reviewed by: Don Matson Deemed complete? p ❑Yes Q No If no, list concern(s): Need additional info on lighting, signs, color building elevations, and clarifications Date: July 1, 2024 on townhouse ownership - 8 units is max per structure. ,.......................... Hidden Valley CUP Exhibit 5A .............................. RE: 265 West Chubbuck Road - Preliminary Plat Wyatt Radke <radke@ae-eng.com> Mon 7/1/2024 11:33 AM To:Don Matson <dmatson@cityofchubbuck.us> 4 attachments (6 MB) Hidden Valley Tonwhomes_Design Review_RevA.pdf; Hidden Valley Town homes_Design Review.pdf; Traffic-Impact-Analysis- Statement.pdf; House plans jpg; Don, I have attached the application and supporting documentation. Please let me know if you deem this to be complete and we will make the $150 payment as soon as possible. As I mentioned, there will be no on site lighting other than the lighting fixed to the units as provided by others. It will be ensured that no light trespass occurs from this lighting. If a full set of plans for the units including the lighting is necessary for the design review, please let me know and we will have these acquired now rather than later. Thank you, f Wyatt Radke, PLS, M.S., E.I. 845 W. Center Street, Suite E PO Box 1327 Pocatello, ID 83204 Office (208)233-4226 Fax (208)233-3997 www.ae-eng.com CONFIDENTIALITY NOTICE - This email and its attachments may contain information that is confidential, privileged, or otherwise protected from disclosure. If you believe this email may have been sent to you in error, please notify me immediately. ,m C lm A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 5 AlW JULY, X024 SHEET NUMBER SHEET TITLE u w z 0 0 �J J W 11 PROJECT LOCATION NOT TO BE USED FOR CONSTRUCTION 8 1 7 I 6 I 5 I 4 I 3 I 2 I 1 C C C 10, TWIWI N SPRINGS PROJECT FALLS 00.00 COVER SHEET =INTERSTATE 86 84 ,5 �0 C A T 0 N C0.01 GENERAL NOTES C0.02 EROSION & SEDIMENT CONTROL PLAN C1.00 OVERALL PLAN LOCATION MAP C1.01 GRADING PLAN 1 VICINITY MAP (NTS) C1.02 GRADING PLAN 2 (NTS) C1.03 UTILITY PLAN 1 C1.04 UTILITY PLAN 2 C1.05 IRRIGATION SYSTEM C1.06 RECREATIONAL AMENITIES C1.07 TRUCK TURN -AROUND C1.08 LANDSCAPING PLAN C1.09 SECTIONS & DETAILS NOT TO BE USED FOR CONSTRUCTION 8 1 7 I 6 I 5 I 4 I 3 I 2 I 1 C C C 10, a C F-11 I GENERAL 1. SHOULD THERE BE A CONFLICT OF INTENT BETWEEN THE SPECIFICATIONS AND THE DESIGN DRAWINGS, THE MOST STRINGENT SPECIFICATIONS SHALL GOVERN. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, ETC. TO SAFELY AND EFFICIENTLY COMPLETE PROJECT. 3. HORIZONTAL AND VERTICAL DATUM BASED ON THE CITY OF CHUBBUCK COORDINATE SYSTEM. 4. NOTIFY ENGINEER OF ANY DISCREPANCIES DISCOVERED IN THESE DRAWINGS OR WITH OTHER TRADES. 5. INSTALL PRODUCTS WITH STRICT ADHERENCE TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND SPECIFICATIONS. 6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN, THE ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUANCE OF WORK. 7. CONTRACTOR SHALL BE RESPONSIBLE TO WORK AROUND, RELOCATE, OR TEMPORARILY REMOVE AND REPLACE ALL OBSTRUCTIONS DURING DEMOLITION FOR AND CONSTRUCTION OF NEW STRUCTURES AS APPROVED BY OWNER'S REPRESENTATIVE. 8. TESTING AND INSPECTIONS SHALL BE PERFORMED BY THE OWNERS REPRESENTATIVE ON THE FOLLOWING: A. EXCAVATION AND FILL COMPACTION B. CONCRETE PLACEMENT C. CONCRETE MIX DESIGN 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "DIG -LINE" AT LEAST 72 HOURS PRIOR TO EXCAVATION AND SHALL HAVE ALL PUBLIC UTILITIES MARKED PRIOR TO EXCAVATION. CONTRACTOR SHALL BE RESPONSIBLE TO MAKE HIS OWN INVESTIGATION AS TO LOCATION OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR THE PROTECTION AND/OR RELOCATION OF ALL CONFLICTING UTILITIES. 10. ALL WORK SHALL BE DONE ACCORDING TO THE LATEST IDAHO STANDARDS FOR PUBLIC WORK CONSTRUCTION (ISPWC), AND THE CITY OF CHUBBUCK STANDARDS. 11. AREA TO BE DISTURBED: 1.22 ACRES 12. IF THE CITY RIGHT-OF-WAY IMPROVEMENTS ARE DAMAGED DURING CONSTRUCTION, THEN REPLACEMENT TO CITY STANDARDS SHALL BE CONSTRUCTED AT THE CONTRACTORS EXPENSE. CONCRETE 1. ALL CONCRETE WORK INCLUDING REINFORCEMENT PLACEMENT AND FINISHES SHALL CONFORM TO LATEST ISPWC AND THE CITY OF CHUBBUCK STANDARDS. 2. ALL CONCRETE SHALL BE: A. MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) OF 4000 PSI B. MAXIMUM 1/2" AGGREGATE C. MAXIMUM WATER CEMENT RATIO 0.45 D. TOTAL AIR CONTENT 6.5%±1.5 E. SLUMP 4"f 1/2" 3. ALL CONCRETE WORK INCLUDING REINFORCEMENT PLACEMENT AND FINISHES SHALL CONFORM TO LATEST ACI CODE (318). 4. CONCRETE SHALL BE COMPOSED OF TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150, FINE AND COURSE AGGREGATES CONFORMING TO ASTM C33, AND MIXING WATER FREE OF OIL, ACID OR INJURIOUS AMOUNTS OF ALKALIS AND OTHER SALTS. CONTRACTOR TO SUBMIT PROPOSED ACCELERANT TO PROJECT MANAGER FOR APPROVAL. AIR ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260. I 7 7 a EARTHWORK 1. ALL FINISHED GRADE AROUND BUILDING TO SLOPE 2% AWAY FROM BUILDINGS. 2. EARTHWORK (INCLUDING, BUT NOT LIMITED TO: CLEARING, GRUBBING, EXCAVATION, TRENCHING AND SHORING) SHALL COMPLY WITH THE LATEST EDITION OF ALL ISPWC, CITY OF CHUBBUCK STANDARDS, AND OSHA REQUIREMENTS. 3. ALL MATERIAL SHALL BE EXCAVATED 2 FEET BENEATH THE BOTTOM OF CONCRETE STRUCTURES. THE OVER EXCAVATION SHALL EXTEND LATERALLY A MINIMUM OF 2 FEET WIDER THAN PROPOSED CONCRETE STRUCTURE. 4. FOLLOWING EXCAVATION THE SUBGRADE SHOULD BE COMPACTED IN-PLACE TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY PER ASTM D-698 PRIOR TO PLACEMENT OF STRUCTURAL FILL. IF ANY HEAVING OR PUMPING OF SUBGRADE IS OBSERVED DURING THE COMPACTION PROCESS, THE UNSTABLE AREAS SHALL BE REMOVED TO FIRM SOIL AND REPLACED WITH GRANULAR STRUCTURAL FILL. 5. NO FROZEN MATERIAL SHALL BE UTILIZED AS BACKFILL MATERIAL. ALL FROZEN MATERIAL SHALL BE REMOVED PRIOR TO PLACEMENT OF CONCRETE FROM THOSE AREAS WHERE CONCRETE IS TO BE PLACED. DISCARD ALL FROZEN MATERIALS AS APPROVED BY OWNER. 6. BASE MATERIAL SHALL BE 3/4 INCH MINUS, WELL GRADED, CRUSHED SAND AND GRAVEL WITH LESS THAN 9% BY WEIGHT PASSING THE 200 SIEVE. 7. BASE MATERIAL SHALL BE PLACED OVER COMPACTED NATIVE SILT AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OF SOIL ACCORDING TO ASTM D-698. ASPHALT 1. ALL ASPHALT SHALL BE CLASS III PLANT MIX PG 58-28 3/4" MIX DESIGN. 2.SAW CUTTING OF ASPHALT SHALL BE DONE IN STRAIGHT LINES. 3. PATCH BACK IN RIGHT-OF-WAY SHALL BE TO THE CITY OF CHUBBUCK STANDARDS IMMAZI 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED USING MEGALUG RESTRAINT GLANDS OR APPROVED EQUAL. 2. ALL MAINLINE VALVES AND FITTING CONNECTIONS WILL BE REQUIRED TO BE FLANGED. 3. ALL POTABLE & NON -POTABLE LINES SHALL FOLLOW ISPWC STANDARD DETAIL (SD -407) FOR SEPARATION DISTANCES. 4. ALL BENDS, VALVES, TEES, & REDUCTIONS TO HAVE THRUST BLOCKS IN ACCORDANCE TO ISPWC STANDARD DETAIL SD -403. 5. ALL NEW WATER LINES TO BE FLUSHED & DISINFECTED ACCORDING TO ISPWC STANDARDS. 6. ALL POTABLE WATER LINES OUTSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL BE PRIVATELY OWNED AND MAINTAINED. 7. ALL FIRE WATER LINES SHALL BE 6" PVC C-900 DR -18. 8. ALL WATER SERVICE LINES SHALL BE 2" HDPE DR -7. 9. ALL CITY OWNED AND MAINTAINED WATERLINES SHALL MAINTAIN 5' OF MINIMUM COVER. 10. HOT TAPPING CITY WATER LINES SHALL BE PERFORMED BY THE CITY AT THE CONTRACTORS EXPENSE. 11. ALL WATER LINES LOCATED SOUTH OF THE PROPOSED 3" WATER SERVICE METER SHALL BE PRIVATELY OWNED AND MAINTAINED. 12. IRRIGATION DISTRIBUTION SYSTEM BY OTHERS. 13. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED USING MEGALUG RESTRAINING GLANDS OR APPROVED EQUAL. 14. ALL MAINLINE VALVES AND FITTINGS ADJACENT TO EACH OTHER SHALL BE FLANGED CONNECTION. 15. ALL NON-METALLIC PIPING TO BE INSTALLED WITH LOCATE WIRE AND METALLIC WARNING TAPE PER DETAIL SD -301. 16. ALL IRRIGATION PIPING SHALL BE SCHEDULE 40. SEWER 1. 8" SEWER PIPE SHALL BE PVC SDR -35. 2. 4" SEWER SERVICE PIPE SHALL BE SCH-40 PVC OR ABS. 3. ALL SANITARY SEWER LINES SHALL BE PRIVATELY OWNED AND MAINTAINED. 4. ALL SANITARY SEWER LINES LOCATED SOUTH OF THE PROPOSED 3" WATER SERVICE METER SHALL BE PRIVATELY OWNED AND MAINTAINED. 5. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED USING MEGALUG RESTRAINING GLANDS OR APPROVED EQUAL. 6. ALL MAINLINE VALVES AND FITTINGS ADJACENT TO EACH OTHER SHALL BE FLANGED CONNECTION. 7. ALL NON-METALLIC PIPING TO BE INSTALLED WITH LOCATE WIRE AND METALLIC WARNING TAPE PER DETAIL SD -301. I 5 Y LEGEND - - PROPERTY BOUNDARY LOT LINES PROPOSED RIGHT-OF-WAY LINES -------- PROPOSED EASEMENT LINES ADJACENT PROPERTY LINES CENTERLINES EXISTING RIGHT-OF-WAY LINES EXISTING EASEMENT LINES P ---- 0, EXISTING POWER LINES, POLES & GUYS w EXISTING WATER LINE, METERS & VALVES SS EXISTING SANITARY SEWER LINES & MANHOLES EXISTING FIRE HYDRANTS v PROPOSED FIRE HYDRANT x EXISTING FENCE LINES w PROPOSED WATER LINE IRR PROPOSED IRRIGATION LINE SS PROPOSED SANITARY SEWER LINE AND SEWER MANHOLES SI PROPOSED STORM DRAIN PIPING AND CATCH BASINS - - - - - - - - CLEARING LIMITS o PROPOSED SILT FENCE FIFE - FINISHED FLOOR ELEVATION TBC - TOP BACK OF CURB TBS - TOP BACK OF SIDEWALK TOC - TOP OF CONCRETE R - RADIUS PROPOSED MAJOR CONTOURS (2.5') _ PROPOSED MINOR CONTOURS (0.5') \ EXISTING MAJOR CONTOURS (2.5') EXISTING MINOR CONTOURS (0.5') 5 STRUCTURAL FILL SCREEN OR SIEVE SIZE % PASSING BY WEIGHT 3/4" 90-100% No. 4 40-65% No. 30 30-50% No. 200 3-9% m 3 3 a NOT TO BE USED FOR CONSTRUCTION 2 2 mX a C Im R loll C a I 20' 10' 0 20' mommol Scale 1"= 20' 7 a 5 4 3 2 vy, w M Cn ZE Cn FA w U) Q O rY Y U M m m Z) 2 U W I EROSION AND SEDIMENT CONTROL NOTES PERMANENT STORMWATER FACILITIES FA w U) Q O rY Y U M m m Z) 2 U W I EROSION AND SEDIMENT CONTROL NOTES PERMANENT STORMWATER FACILITIES HAVE BEEN INSTALLED. 1. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL ALL LAND—DISTURBING ACTIVITIES THAT BE FOLLOWED IN ORDER TO BEST MINIMIZE THE HAVE THE POTENTIAL TO CAUSE EROSION POTENTIAL FOR EROSION AND SEDIMENTATION OR SEDIMENTATION PROBLEMS HAVE CONTROL PROBLEMS: CEASED. A. FENCE AREAS TO BE PROTECTED OR LEFT VEGETATION HAD BEEN ESTABLISHED IN UNDISTURBED DURING CONSTRUCTION. THE AREAS NOTED AS REQUIRING B. CLEAR AND GRUB SUFFICIENTLY FOR VEGETATION ON THE ACCEPTED ESC PLAN INSTALLATION OF TEMPORARY ESC BMPS. ON FILE WITH THE LOCAL JURISDICTION. C. INSTALL TEMPORARY ESC BMPS, 2. RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND CONSTRUCTING SEDIMENT TRAPPING BMPS AS NATURAL VEGETATION IN AN UNDISTURBED STATE ONE OF THE FIRST STEPS PRIOR TO TO THE MAXIMUM EXTENT AND DURATION GRADING. PRACTICAL. D. CLEAR, GRUB AND ROUGH GRADE FOR 3. INSPECT, AND CLEAN IF NECESSARY, AT THE ROADS, TEMPORARY ACCESS POINTS AND END OF EACH DAY, ALL ROADWAYS ADJACENT UTILITY LOCATIONS. TO THE CONSTRUCTION ACCESS ROUTE IF E. STABILIZE ROADWAY APPROACHES AND SEDIMENT HAS BEEN TRACKED OFFSITE AND /OR TEMPORARY ACCESS POINTS WITH THE BEYOND THE ROADWAY APPROACH. APPROPRIATE CONSTRUCTION ENTRY BMP. 4. COVER ALL DUMP TRUCK LOADS LEAVING THE F. CLEAR, GRUB AND GRADE INDIVIDUAL LOTS CONSTRUCTION SITE. OR GROUPS OF LOTS. 5. RESTORE CONSTRUCTION ACCESS ROUTE EQUAL G. TEMPORARILY STABILIZE, THROUGH TO OR BETTER THAN PRE—CONSTRUCTION RE—VEGETATION OR OTHER APPROPRIATE CONDITION. BMPS, LOTS OR GROUPS OF LOTS IN 6. CONTROL FUGITIVE DUST FROM CONSTRUCTION SITUATIONS WHERE SUBSTANTIAL CUT OR ACTIVITY. FILL SLOPES ARE A RESULTS OF SITE 7. STABILIZE EXPOSED UNWORKED SOILS (INCLUDING GRADING. STOCKPILES), WHETHER AT FINAL GRADE OR NOT, H. CONSTRUCT ROADS, BUILDINGS, PERMANENT WITHIN 14 CALENDAR DAYS. STORMWATER FACILITIES (I.E. INLETS, PONDS, 8. PROTECT INLETS, DRYWELLS, CATCH BASINS AND UIC FACILITIES, ETC.). OTHER STORMWATER MANAGEMENT FACILITIES I. PROTECT ALL PERMANENT STORMWATER FROM SEDIMENT, WHETHER OR NOT FACILITIES FACILITIES UTILIZING THE APPROPRIATE BMPS. ARE OPERABLE. J. REMOVE TEMPORARY ESC CONTROLS WHEN: 9. KEEP ROADS ADJACENT TO INLETS CLEAN. I 7 10. INSPECT INLETS WEEKLY AT A MINIMUM AND DAILY DURING STORM EVENTS. CLEAN OR REMOVE AND REPLACE INLET PROTECTION DEVICES BEFORE SIX INCHES OF SEDIMENT ACCUMULATE. 11. WHENEVER POSSIBLE, CONSTRUCT STORMWATER CONTROL FACILITIES (DETENTION/RETENTION STORAGE POND OR SWALES) BEFORE GRADING BEGINS. THESE FACILITIES SHOULD BE OPERATIONAL BEFORE THE CONSTRUCTION OF IMPERVIOUS SITE IMPROVEMENTS. 12. STOCKPILE MATERIALS (SUCH AS TOPSOIL) ONSITE, KEEPING OFF OF ROADWAY AND SIDEWALKS. 13. COVER, CONTAIN AND PROTECT ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NON—INERT WASTES PRESENT ONSITE FROM VANDALISM. MAINTAIN A SUPPLY OF MATERIALS ON HAND TO ADDRESS AND CONTAIN SPILLS. 14. LOCATE DESIGNATED VEHICLE AND EQUIPMENT SERVICE AREAS, FUEL, AND MATERIALS AWAY FROM DRAINAGE INLETS, WATERCOURSES, AND CANALS. PROPERLY CONTAIN AREAS USING BERMS, SANDBAGS, OR OTHER BARRIERS. REGULARLY INSPECT AND MAINTAIN EQUIPMENT, ESPECIALLY FOR DAMAGED HOSES AND LEAKY GASKETS. 15. CONDUCT MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES (I.E. OIL CHANGES, FUEL TANK DRAIN DOWN, ETC) THAT MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS. CLEAN ALL I CONTAMINATED SURFACES IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. PERFORM REPAIRS ONSITE USING TEMPORARY PLASTIC OR OIL ABSORBING BLANKETS BENEATH THE VEHICLE. 16. DESIGNATE AN AREA FOR CLEANING PAINTING EQUIPMENT AND TOOLS. NEVER CLEAN BRUSHES OR RINSE CONTAINERS INTO STREET, GUTTER, DRAINAGE INLET, OR WATERWAY. 17. APPLY LANDSCAPING OR AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, IN SUCH A MANNER, AND AT APPLICATION RATES, THAT INHIBITS THE LOSS OF CHEMICALS INTO STORMWATER RUNOFF FACILITIES. 18. INSPECT ON A REGULAR BASIS (AT A MINIMUM WEEKLY, AND DAILY DURING/AFTER A RUNOFF PRODUCING STORM EVENT) AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO ENSURE SUCCESSFUL PERFORMANCE OF THE BMPS. 19. REMOVE TEMPORARY ESC BMPS WITHIN 30 DAYS AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. PERMANENTLY STABILIZE AREAS THAT ARE DISTURBED DURING THE REMOVAL PROCESS. 20. REFER TO IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY' CATALOG OF STORMWATER BEST MANAGEMENT PRACTICES & IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS (AS NOTED) FOR ALL BMP'S. 21. MARK LIMITS OF CONSTRUCTION WITH PLASTIC. METAL OR WIRE FENCE PER DEQ BMP4. 22. INSTALL CONSTRUCTION ENTRANCE PER DEQ BMP%, IDAHO TRANSPORTATION DRAWING P -1—F. 5 m 3 a NOT TO BE USED FOR CONSTRUCTION 2 m C IN R 101 C 19, I 20' 10' 0 20' mommol Scale 1"= 20' 7 Q 5 Y 3 2 vy, w W i I 1 � I I 1 I 1 Cn Cn 1 ' 1 1 1 1 -- — — — -- — -- -- — — —� x x — — x -- -- — — x x x T / 1 1 w o o 1 1 X mM W o C p ° p p p C 1' 1 p p ° p ° p ° ° p ° ° p W / W w F1 11 x- x x x x x x x x x x — �I p 1 1 II p 1 SEE SHEET C1.02 & C1.04 1 SEE SHEET C1.01 & C1.03 1 1 1 1 a NOT TOTAL NUMBER OF UNITS: 24 TO BE USED FOR TOTAL PARKING SPACES REQUIRED: 48 GARAGE PARKING SPACES PROVIDED (10'X22'): 24 CONSTRUCTION DRIVEWAY PARKING SPACES PROVIDED (10'X14'): 24 TOTAL PARKING SPACES PROVIDED:48 I 7 I 5 In 3 2 U) m w: 1-1�.... ZE r 9 9 RE C IN R D C B A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 Kj% mm�- 10' 5' 0 10' mommEl Scale 1"= 10' 1 1 �x 1 1 ' 4480.0 i i 1 / i X N O u o U w 1 10 W 2 � V) W ' � W V O' F- D O ' Z 11-- Z Z ' O � U O ' O 1 � 1 ° b cn ° ' 2 0 TBC 4480.1 TBC 4479.5 i '- IRR O IRR O IRR - x Off. 1 ° 1 x x - 1 1 a T # DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) 2 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) Cn VALLEY GUTTER (SD -708) 7 CURB DRAIN (SD -715) 8 180' 9 PEDESTRIAN RAMP TYPE "C4" (SD -712C) 10 RECREATIONAL AMENITIES, SEE SHEET C1.06 TBC 4480.48 (MATCH EXIST.) -x -- x -- x -- x -- -- -- -- x --x --x - X - X - X -x= -x - - / ±10'-6" TBC 4480.46 � C \ \ \ TBS 4480.54 -4479. 5 I \ EXISTING BUILDINGS (REMOVE & DISPOSE)4 �� 2 REMOVE &DISPOSE OF EXISTING CURB &GUTTER. - PATCH BACK ASPHALT TO PROPOSED CURB & GUTTER 15 5, 7 PER SECTION D, SHEET C1.09 (12) 4-2460 UNITS EASEMENT UTILITY\ i \ FFE 4480.30 0 0 - T \\ 601 / I 18 o / `� TBC 4480.39 Cn EXISTING BUILDING 15 EXISTING BUILDING p p (REMOVE & DISPOSE) (TYP.) (REMOVE & DISPOSE) O p ° ° a TBS 4480.35 Cn ° ° p ° ° / / a p TBC 4480.34 � Y ° 20' ° ° p / p 4 TBC 4479.85 ® C) D ° (TYP.)�, TBC 4479.84 m TBS 4480.12 ° TBS 4480.02' TBS 4480.17 TBS 4480.27- °TBS 4480.12 / TBS 4480.04 ° - TBC 4480.35 � � ° TBS 4480.02 TBS 4480.12 TBS 4480.27 TBS 4480.17 TBS 4480.02 / TBS 4480.19 ° I U 4480.0 2 w TBC 4479.48 TBC 4479.57 TBC 4479.72 TBC 4479.62 -/TBC 4479.47 TBC 4479.64 TBC 4480.22 TBC 4479.95 TBC 4480.1 TBC 25J TBC 4480.0 4479.95 TBC 4479.49 TBC 4480.17 6 TBC 4479.47 TBC 4479.62 TBC 4479.73 _ TBC 4479.57 - - _ -TBC , W W w w IRR IRR IRR IRR- IRR \ IRR IRR IRR IRR IRR IRR IRR \ 0 I o I Cn Cn IRR f116 LF OF 12"D o-----4480'j INLET CATCH BASIN #2 (SD -601)---- PVC © 0.22% ��� p INLET CATCH BASIN #1 (SD -601) o RIM ELEV: 4479.4544a0 ' RIM ELEV: 4479.45 INLET IN ELEV: 4476.70 , , -' INVERT OUT ELEV: 4476.95 I TBC 4479.80 INVERT OUT ELEV: 4476.65 ��--�- I TBC 4479.8 I x x x x x x x - x x x x TBC 4480.3 TBC 4480.29 � 9 RETAIN & PROTECT EXISTING FENCE - - - - - - -TBC ---------------4480.0------------ 4480.3 � TBC 4480.28 TBC 4480.3 \ 2 TBC 4480.20 cn (MATCH EXIST.) Cn # DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) 2 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 VALLEY GUTTER (SD -708) 7 CURB DRAIN (SD -715) 8 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 PEDESTRIAN RAMP TYPE "C4" (SD -712C) 10 RECREATIONAL AMENITIES, SEE SHEET C1.06 NOT TO BE USED FOR CONSTRUCTION 8 1 7 I 6 I 5 I 4 I 3 I 2 I 1 :UQ L . m :> N W : a D C B A IBM C A 0 7 mom, 10' 5' 0 10' Scale 1"= 10' / - TC C, A Q-A/ , / RETAIN & PROTECT EXISTING FENCE 4473.17 o pQ Q) I i V). OUTLET I I I ELEV: 4475.97 I I I I I I I ( 1 TBC 4480.94 10' _ TBC 4480.58 SEE SHEET C1.10 FOR IRRIGATION DETAILS - X 24' -TBC 4479.29 - - 4 19'-6" TBC 4479.53 _ 1 I TBS 4479.58 ° C 0 C Go 5 4 3 2 180' X 4480.0 X X'- x - X - X - - - - X - ---- ----- � - - \ 4480.5 1 :U I 1 60' ' 480.0 -� 3 rn\----------------- _ - X X - TBC 4481.50 PROPOSED PERVIOUS AREA: 34,000 SF STORM WATER STORAGE REQUIRED: 70 CY STORM WATER STORAGE PROVIDED: 77 CY - DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) FFE 4480.30 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 ----- -----_ CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 I I 7 CURB DRAIN (SD -715) TBC 4478.96 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 i `�� \ Sp ® ° TBC 4478.45 ° ° I I I 4480.0 7 TBC 4479.86-\"I I 1 ° ° ° 15' ° ° �' TBC 4478.49 TBS 4479.91 4479.5�< - ° i 11 (TYP.) / I 1 O / ' ° (TYP.) TBC 4480.15 1 2 TBC 4479.5 TBC 4479.58 TBC 4479.73 TBC 4479.63 TBC 4479.48 TBC 4479.48 TBC 4480.10 TBC 4480.25 ' ±84 LF OF 12"0 \ TBS 4479_.75 ° ° PVC @ 0.22% \ SD TBS 4480.05 TBS 4480.02 TBS 4480.12 ° ° TBS 4480.17 TBS 4480.27 TBS 4480.27 "TBS 4480.12 - - TBS 4480.02 TBS 4480.17 TBS 4480.02 TBS 4480.12 TBC 4479.58 \ TBC 4479.95 TBC 4480.09' TBC 4480.25 TBC 4480.10 ,,-------4480.0. \�� O3 f116 LF OF 12"0 � _ O f116 LF OF 12"0 ' / PVC © 0.22% 4479.5 - - - - - - - - _ INLET CATCH BASIN #3 (SD -601) PVC @ 0.22% RIM ELEV: 4479.45 \ / RIM ELEV: 4479.45 ' INLET IN ELEV: 4476.20 x \ \ - , �/ INLET IN ELEV: 4476.45 1\ 5l - - INVERT OUT ELEV: 4476.15 - - - \ - - - - INVERT OUT ELEV: 4476.40 i 12 4 2460 UNITS 0 480.0 -� 3 rn\----------------- _ - X X - TBC 4481.50 PROPOSED PERVIOUS AREA: 34,000 SF STORM WATER STORAGE REQUIRED: 70 CY STORM WATER STORAGE PROVIDED: 77 CY - DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) FFE 4480.30 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 I I 7 CURB DRAIN (SD -715) TBC 4478.96 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 i `�� \ Sp ® ° TBC 4478.45 ° ° I I I 4480.0 7 TBC 4479.86-\"I I 1 ° ° ° 15' ° ° �' TBC 4478.49 TBS 4479.91 4479.5�< - ° i 11 (TYP.) TBC 4478.99 I 1 ' ° (TYP.) TBC 4480.15 1 2 TBC 4479.5 TBC 4479.58 TBC 4479.73 TBC 4479.63 TBC 4479.48 TBC 4479.48 TBC 4480.10 TBC 4480.25 ' ±84 LF OF 12"0 \ TBS 4479_.75 ° ° PVC @ 0.22% \ SD TBS 4480.05 TBS 4480.02 TBS 4480.12 ° ° TBS 4480.17 TBS 4480.27 TBS 4480.27 "TBS 4480.12 - - TBS 4480.02 TBS 4480.17 TBS 4480.02 TBS 4480.12 480.0 -� 3 rn\----------------- _ - X X - TBC 4481.50 PROPOSED PERVIOUS AREA: 34,000 SF STORM WATER STORAGE REQUIRED: 70 CY STORM WATER STORAGE PROVIDED: 77 CY - DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) 2 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 VALLEY GUTTER (SD -708) 7 CURB DRAIN (SD -715) 8 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 i `�� \ Sp ® ° RECREATIONAL AMENITIES, SEE SHEET C1.06 4480.0 ° ° ° ° ° �' 4 4479.5�< - ° SD ' TBC 4480.15 1 2 TBC 4479.5 TBC 4479.58 TBC 4479.73 TBC 4479.63 TBC 4479.48 TBC 4479.48 TBC 4480.10 TBC 4480.25 ' TBC 4479.70,""TBC 4479.48 TBC 4479.63 TBC 4479.73 I TBC 4479.57 I TBC 4479.95 TBC 4479.58 \ TBC 4479.95 TBC 4480.09' TBC 4480.25 TBC 4480.10 ,,-------4480.0. \�� O3 f116 LF OF 12"0 � _ O f116 LF OF 12"0 ' - - - - --INLET CATCH BASIN #4 (SD -601) PVC © 0.22% 4479.5 - - - - - - - - _ INLET CATCH BASIN #3 (SD -601) PVC @ 0.22% RIM ELEV: 4479.45 44-79.5 - I / RIM ELEV: 4479.45 ' INLET IN ELEV: 4476.20 x \ \ - , �/ INLET IN ELEV: 4476.45 - - INVERT OUT ELEV: 4476.15 - - - \ - - - - INVERT OUT ELEV: 4476.40 i # DESCRIPTION 1 6" RELEASE CURB AND GUTTER (SECTION B, C1.09) 2 6" VERTICAL CATCH CURB AND GUTTER (SD -701) 3 2Y2" HOT PLANT MIX ASPHALT (SECTION C, C1.09) 4 CONCRETE SIDEWALK (SD -709) 5 TRASH ENCLOSURE (DETAIL 1, C1.09) 6 VALLEY GUTTER (SD -708) 7 CURB DRAIN (SD -715) 8 PEDESTRIAN RAMP TYPE "C3" (SD -712C) 9 PEDESTRIAN RAMP TYPE "C4" (SD -712C) 10 RECREATIONAL AMENITIES, SEE SHEET C1.06 A 7 x x X X - X-----��� X X TBC 4480.30 I 5 4 x X X7- X RETAIN & PROTECT EXISTING FENCE 3 NOT TO BE USED FOR CONSTRUCTION A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK I ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 2 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES GRADING PLAN 2 CHUBBUCK, ID HOUSE BUYERS 208 DRAWN: 6/13/24 PPROVED: CHECKED: PPROVED: DRAWING NO. 2024-066 NOTED C1. 0 2 3 N0. PLOT SCALE: D C B A 1 X ' 1 1 A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK I ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 2 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES GRADING PLAN 2 CHUBBUCK, ID HOUSE BUYERS 208 DRAWN: 6/13/24 PPROVED: CHECKED: PPROVED: DRAWING NO. 2024-066 NOTED C1. 0 2 3 N0. PLOT SCALE: D C B A om C A 8 1 7 1 6 I 5 1 4 I 3 I 2 mom, 10' 5' 0 10' Scale 1"= 10' cV O U H W W 2 V) W W V) Z O 11-- D D Z H Z O U Of O LL 1 ■ A T F I STANDARD WATER SERVICE CONNECTION (SD -404) SEE WATER NOTE 10 STANDARD FIRE WATER CONNECTION (SD -404) SEE WATER NOTE 10 =R MANHOLE #1 (SD -501) (±4480.6) 60 (EXIST) 88 (EXIST) X5.86 A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES UTILITY PLAN 1 NOT CHUBBUCK, ID TO BE HOUSE BUYERS 208 USED FOR DRAWN: 6/13/24PPROVED: CONSTRUCTION CHECKED: IPPROVED: DRAWING NO. DISC. REV. 2024-066 NOTED C1. 0 3 A JOB NO. PLOT SCALE: 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 C C C E 101 C F-11 I 7 I I 4 I 2 m' Lo �> m W. :-0 / I I 10' 5' 0 10' Scale 1 "= 10' / / /0/01 / ° ° o 4 N SD -407 (TYP.) — / SD ° ° ° p ° ° °I °� x Z ' O SD pF p I I I X x x x x x X ' X ' 1 1 x ' O U 1H W 'W 2 N �° 1W W Z IF 18" OF VERTICAL 44 SEPARATION CANNOT BE ' Q ° ° p MAINTAINED, FOLLOW ISPWC ' Z IRR x x SEE SHEET C1.10 FOR IRRIGATION DETAILS _ X A W X IRR IIC7C7 a 7 mim 11:7:7 ° ° 1 SDO (Nn ° (Nn cNn (n cn cn cn ° ° cn N p cn W (n (n Cf)W C/)(f)U) cn C/)' ° Sp � ° p ° a ' ±35' LF OF - ' 4"0 PIPE @ 1% (SERVICE) (TYP) x (n (n (n (n (n (n (n (n (n (n (n (n ' (n (n (n (n (n (n Cl) (n (n (n IRR IRR RR IRR IRR IRR RR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR ' 1 x ±237 LF OF 8"0 PIPE Com? 1% SS SS SS Ss S SS SS SS S I SS SS I SS SS SS SS SS —' x- x - - ° N � 1 — x PROPOSED SANITARY SEWER MANHOLE #3 (SD -501) x x X — x x x x x — x RIM ELEV: 4479.77 INVERT OUT (NORTH): 4471.44 ' 1 I 5 4 3 A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES UTILITY PLAN 2 NOT CHUBBUCK, ID TO BE HOUSE BUYERS 208 USED FOR DRAWN: 6/13/24PPROVED: CONSTRUCTION CHECKED: IPPROVED: 2 DRAWING NO. DISC. REV. 2024-066 NOTED C1.04 A 3 N0. PLOT SCALE: ■i7 C Im R D C B A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 / 1000, 1 / x � APPROXIMATE TOE OF SLOPE / x \ / / APPROXIMATE TOP OF BANK—,, E RR / x lRR / SRR / IRRr// / \ /F OF x RR l2'o / plpE /R / RR x l RR / x / x IRRIGATIO / x Kit Lo: > !E; C x• • N LU 3' 0 3' -0 :2 Scale 1"= 3' :....... 7' PUMP W/ ENCLOSURE (BY OTHERS) Tlll"1 /'1r I'l A A I I/ rl I A A (l A r SECTION e 1 "= 2' 1Y2" GW, 19—W-4 SST GRATING #4 BARS @ 16" O.C. EA. WAY (TYP.) 6' rn TOC EL. 4481.75 \fir\\fir\\fir\\ o o//' ° • i \4r\\fir\ rm #4 BARS @ 14 O.C. \\ EA. WAY (TYP.) j// \/\ 1 "0 SCREEN SUPPLY LINE 0 pp $CLEARWATER !8 �/ C? SELF—CLEANING ° I SELF—CLEANING SUCTION SCREEN o / / a° 12"o SUPPLY LINE WINVERT EL: ±4474.5 °I• / // #5 BARS @ 8"/ N� 12"0 PIPE O.C. EA. WAY 12" MIN. STRUCTURAL FILL \/ #O.0 BARS EA. SWAY /\\\ #O.0 BARS EA. ®AY SECTION F 1 "= 2' — 4'0 rn #4 BARS @ 14" DUTY PUMP /' O.C. EA. WAY (BY OTHERS) to � #5 BARS @ 8" O.C. EA. WAY j /\\\ ° \\/r � ° 12" MIN. STRUCTURAL FILL 7' NOT TO BE USED FOR CONSTRUCTION SECTION G 1 "= 2' — 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 D C B A :12 Im DETAIL NTS �i� NOT TO BE USED FOR CONSTRUCTION NOTES 1. COORDINATE EXACT STYLE WITH OWNER. 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 IN K IV, ,m C Im A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 n 10' 5' 0 10' N W :-0 Scale 1"= 10' :-_ 2 .......... PATH OF REAR WHEEL PATH OF FRONT WHEEL \ PATH OF FRONT EDGE OF TRUCK \ UAKIJAUL I KUUK FULL -IN GARBAGE TRUCK PULL-OUT NOT TO BE USED FOR CONSTRUCTION 8 1 7 I 6 I 5 I 4 I 3 I 2 I 1 ■V, C MR 10, om C B 8 1 7 1 6 1 5 1 4 1 3 I 2 I 1 10' 5' 0 10' mommol Scale 1 "= 10' ILI / ° p p ° o p ° ° ° n p ° p ° � ° � j.� � t } ° p p ° v / n p ° n n ° / ° ° p ° ° ° ° p ° ° ° ° p o p ° ° ° ° �N LEGEND PROPOSED ASPHALT PROPOSED CONCRETE mm;h 11, "" BLUE GRAMA GRASS PROPOSED BUILDINGS BOXWOOD SHRUB NOT TO BE MAPLE TATARIAN TREE USED FOR /CONSTRUCTION C C I.m I� -M T T FORM � I 9 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 C C C u * I Ii 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 C C C u C A 7 5 Y 3 EL. VARIES (SEE PLAN) )� MATCH EXISTING GRADE (. 15" OF Y4" WASHED / PEA GRAVEL J // / 3 (MIN) — SOD 1 12 OF TREATED SOIL J � �/. \� f 6' —� \ \ N ON —WOVEN FABRIC \\ \ (PERIMETER ONLY) \// \EL. 4475.4 / //\//\/// / \/ , \-3" MINUS RIVER ROCK \///\\ /\//\/\/\//\ \\/\\/ \\\\/\\\\/ // // // // // \\./ �/\//\/ /\\/\\/\/,\\//" X' >\>0�X \\X/, \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ SECTION A NTS 1.02 II DETAIL1 1"=2' C1 2 —6"0 CONCRETE PIPE BOLLARD (TYP.OF 5) SLATED FENCE ENCLOSURE, COORDINATE COLOR WITH OWNER ,-EDGE OF CONCRETE PAD ,,-CONCRETE PAD, SEE NOTES SHEET CO.01 SLATED FENCE GATE 7 SECTION C NTS 1.01 6"0 CONCRETE PIPE BOLLARD (TYP. OF 5) 21'2" PAVEMENT, SP -3 MIX WITH PG 58-22 BINDER 4" OF 3/4" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY 8" OF 2" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY COMPACT NATIVE SOIL SLATED FENCE ENCLOSURE r SLATED FENCE GATE 11' t6'-6" o - o ° O O I DUMPSTER � GARBAGE DUMPSTER II DETAIL1 1"=2' C1 2 —6"0 CONCRETE PIPE BOLLARD (TYP.OF 5) SLATED FENCE ENCLOSURE, COORDINATE COLOR WITH OWNER ,-EDGE OF CONCRETE PAD ,,-CONCRETE PAD, SEE NOTES SHEET CO.01 SLATED FENCE GATE 7 SECTION C NTS 1.01 6"0 CONCRETE PIPE BOLLARD (TYP. OF 5) 21'2" PAVEMENT, SP -3 MIX WITH PG 58-22 BINDER 4" OF 3/4" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY 8" OF 2" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY COMPACT NATIVE SOIL SLATED FENCE ENCLOSURE r SLATED FENCE GATE 5 SECTION H 1 "= 2' 4 2 6" ASPHALTI \\/ 3/4" MINUS BASE /// /// SECTION B N TS kQO1 SECTION D N TS 1.01 NOT TO BE USED FOR CONSTRUCTION 4" PAVEMENT, SP -3 MIX WITH PG 58-22 BINDER 4" OF 3/4" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY 12" OF 2" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY GEOTEXTILE FABRIC COMPACT NATIVE SOIL A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 2 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES SECTIONS & DETAILS CHUBBUCK, ID HOUSE BUYERS 208 DRAWN: 6/13/24PPROVED: CHECKED: PPROVED: DRAWING NO. 2024-066 NOTED C1 . 09 3 NO. PLOT SCALE: DISC. REV. A C B A 0 I GARBAGE ° O O I DUMPSTER ° BARS 18'\ .C. WAY \aI \\#4 \A. \ \\ x13'\;/ 13/ 6 , o 5 SECTION H 1 "= 2' 4 2 6" ASPHALTI \\/ 3/4" MINUS BASE /// /// SECTION B N TS kQO1 SECTION D N TS 1.01 NOT TO BE USED FOR CONSTRUCTION 4" PAVEMENT, SP -3 MIX WITH PG 58-22 BINDER 4" OF 3/4" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY 12" OF 2" MINUS AGGREGATE SUBBASE COMPACTED TO 95% MAXIMUM DENSITY GEOTEXTILE FABRIC COMPACT NATIVE SOIL A I JISSUED FOR DESIGN REVIEW 7/1/24 WRR MK ZONE REVISIONS DATE BY APVD. I 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 2 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES SECTIONS & DETAILS CHUBBUCK, ID HOUSE BUYERS 208 DRAWN: 6/13/24PPROVED: CHECKED: PPROVED: DRAWING NO. 2024-066 NOTED C1 . 09 3 NO. PLOT SCALE: DISC. REV. A C B A ................................ Hidden Valley CUP Traffic Analysis Guidelines Exhibit 5B ..............................� Appendix A. Traffic Impact Analysis Category Form This initial assessment form will help determine the category of TIA required for the development. Development Name: Hidden Valley Townhomes Development Location: 265 W. Chubbuck Road (Attach a map of the proposed development location) Type of Development (e.g., residential, commercial) Size (The number of dwelling units or gross floor area) AM Peak Hour Trip rate per unit* PM Peak Hour Trip rate per unit* Daily Trip rate per unit* AM Peak Hour Trips PM Peak Hour Trips Daily Trips Residential 24 units 1 1 12 24 24 288 Total 24 1 1 12 24 24 288 * Commercial trip generation rates can be found in the Institute of Transportation Engineers Trip Generatior Manual. The dwelling trip rate is one trip for each unit in the AM and PM peak hour and 12 trips for the day. (Source of the residential trip generation is the BTPO Household Survey and time of day factors used in the regional travel demand model. ................................ Hidden Valley CUP Exhibit 5B Traffic Analysis Guidelines,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,� Appendix B. Traffic Statement Report Format Developers shall submit a traffic statement report as a part of the development review process for all developments which generate fewer than 100 peak hour trips, and there are no additional traffic and safety concerns in the area. Description of Proposed Development Gd Project Name Hidden Valley Townhomes Gd Location 265 W. Chubbuck Road Gd Trip Generation 24 Peak Hour Trips W Attach the complete Traffic Impact Analysis Category Form (Appendix A) Description of the Existing Conditions W For each intersection with a collector or arterial public street intersections within the study area, provide the following: • Figure depicting the intersection layout including the number of lanes • Traffic control at the following intersections: o Chubbuck Road/Lish Street and Chubbuck Road/Hawthorne Road Z Provide the surrounding land use within the study area. Description See Attached • Or map/air photo Description of the Proposed Development Z Figure depicting the trip distribution to the nearest collector or arterial street in each direction. Gd Provide a table identifying the streets within the development which access the existing street network. The table should include the name of the street, classification, existing ADT, development ADT, and Leve of Service (Table 6). The table should also include the data for any collector or arterial the development access directly or can be accessed within 1/2 mile of the development. 101! D C B A 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 WUS I 13UUND LANL N TURN LANE N EASTBOUND LANE N SHOULDER ca 41 Ra � BIKE LANE o SHOULDER 10' 5' 0 10' Scale 1"= 10' 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 W U-) C:X W W TO • 2 D C B A D C B A 8 I 7 I 6 1 5 1 4 I 3 I 2 I 1 W. CHUBBUCK ROAD (ARTERIAL - 35 MPH) WEST BOUND LANE cr TURN LANE q EAST BOUND LANE o —� TURN LANE o l L t t n O � w O it z Ix L J Lu M UJIz z a J Z) 0 Q O m _ 0 ~ w Q m O Q = \ J %—000, 0 z z z H � 12' 16' ■ CROSSWALK C -w N O 0 O O8901100 0 Lol 000 Ll 000 Y 0000 000® J 3 O U 000 00 O 00 O 0 O O , y J �GS F 0 O 0 Flom _ O O O .. _ 0 `r CROSSWALK Non 15 12' 12' 12' W W z z J W J W o z o z z a z J m w m Cf z _ D of O z } I mp ju 4 ft A"& F o TURN LANE �* WEST BOUND LANE o TURN LANE cr EAST BOUND LANE 0 = SHOULDER 0 0 0 1 10' 5' 0 10' Scale 1"= 10' /A & F— 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 ENGINEERING INC. REFERENCE DRAWINGS HIDDEN VALLEY TOWNHOMES TRAFFIC ANALYSIS CHUBBUCK/HAWTHORNE INTER. CHUBBUCK, ID DRAWN: LJE 6/11 /24APPROVED: CHECKED: APPROVED: DRAWING NO. DISC. REV. 2024-066 1:1 ON 24X36 A 3 NO. PLOT SCALE: 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 D C B A D c so 1% immw -. i ;U 1.1 m No 5 4 F 4 •� 4 W w • All V) .. _� U) 3 2 dog*2021 AADT: 159846 W. CHUBBUCK ROAD 50% PROPOSED ADDITIONAL AADT: 126 = 509 2020 AADT. 11,611 I---� _ - - - PROPOSED ADDITIONAL AADT: 126 wpm ib di Q k + db1 � - w 4 w Z Z �I 13 dff -t 1 DEVELOPMENT LOCATION } F 4 I ' s T N A ` - !` + +, Or R t �• r iu i ,. d t - 4b i 7 1 6 1 5 1 4 R 80 40' 0 80' Scale 1"= 80' a } * F - 4L - i *F ENGINEERING INC. + REFERENCE DRAWINGS � h 2024-066 1:1 ON 24X36 PLOT SCALE: 3 I 2 1 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 HIDDEN VALLEY TOWNHOMES TRAFFIC ANALYSIS TRIP DISTRIBUTION CHUBBUM ID DRAWN: LJE 6/11 /24 APPROVED: CHECKED: APPROVED: DRAWING NO. DISC. REV. A 1 C u :a i ;U i T L; i i T W^�' • W T i 0 i 2 i T � i•a••.••.•Z 845 WEST CENTER STREET, SUITE E P.O. BOX 1327, POCATELLO, ID 83204 PHONE: 208-233-4226 HIDDEN VALLEY TOWNHOMES TRAFFIC ANALYSIS TRIP DISTRIBUTION CHUBBUM ID DRAWN: LJE 6/11 /24 APPROVED: CHECKED: APPROVED: DRAWING NO. DISC. REV. A 1 C u ................................ Hidden Valley CUP Exhibit 5B ENGINEERING, INC. Hidden Valley Townhomes 265 W. Chubbuck Road 6/11/2024 Right-of-way Classification Existing ADT* Development ADT Level of Service Chubbuck Road - E. of Yellowstone Avenue Minor Arterial 13344 126 D Chubbuck Road - W. of Yellowstone Avenue Minor Arterial 11611 C Chubbuck Road - E. of Hawthorne Road Minor Arterial 15846 E Chubbuck Road - W. of Hawthorne Road Minor Arterial 10961 B Hawthorne Road - N. of Chubbuck Road Minor Arterial 8439 A Hawthorne Road - S. of Chubbuck Road Minor Arterial 10301 B Yellowstone Avenue - N. of Chubbuck Road Principal Arterial 19472 A Yellowstone Avenue - S. of Chubbuck Road Principal Arterial 25832 C Lish Street at Chubbuck Road Collector No Data No Data Afton Place at Chubbuck Road Collector No Data No Data Level of service formula: X = 10% of existing ADT + Devlopmental ADT divided by the number of travel lanes. Then compare "X" to Table 6 in the Traffic Impact Analysis Guidelines. *Existing ADT based on most recently available BTPO Traffic Count Map data /ac -4-\ CHUBBUCK 1 0 A H 0 Community Services Department Planning Services Division 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us DESIGN REVIEW CLEARANCE: CONDITIONS OF APPROVAL ................................ Hidden Valley CUP To: A&E Engineering — Wyatt Radke, 208-233-4226 — radke@ae-eng.com Exhibit 513 ................................: RE: 265 W Chubbuck Rd From: Don Matson, Planning Manager Date: July 10, 2024 Thank you for your Design Review application for Hidden Valley Townhomes. Below are the Design Review Committee comments and conditions for clearance on your project. All conditions of approval must be completed at the appropriate point in the development process. Please don't hesitate to contact me if you have any questions. Regards, Don Matson, AICP Planning Services Manager Phone: 208-239-3252 1 Email: dmatson@cityofchubbuck.us Business Licensing • Findings: a. No license required unless business office is opened on site. Fire Codes / EMS • Conditions for Approval: a. If buildings are fire sprinkled, plans need to be submitted to the State Fire Marshall, fire Alarms to Chubbuck Fire b. Fire turnaround will need sign "NO PARKING FIRE LANE". No parking in front of Fire Hydrant. Addressing / Display • Findings: a. The address will be 265 W. Chubbuck Road with all units being Suites. Police / Public Safety • Findings: a. No concerns at this time. Land Use and Zoning • Findings: a. Property is in the General Commercial (C-2) zone; use is conditional, so a Conditional Use Permit (CUP) from the Land Use and Development Commission will be required. • The neighboring parcels are in the PUD zone. • Conditions for Approval: a. City code allows nor more than 8 units in one townhouse structure. The 2 x 12 unit structure plan will need to be adjusted. [Type here] ................................. Hidden Valley CUP DESIGN REVIEW CLE{ Exhibit 5B ................................. b. Following approval of the Design Review apply for a CUP. Staff recommends obtaining CUP approval prior to filing of a plat applications, or filing concurrently. c. Commission may require additional improvements as conditions of approval. Traffic Study Standards • Findings: a. Traffic impact statement provided appears to meet the city's requirements. Street / Approach / Access Management • Findings: a. Approach appears to meet the previously agreed to compromise. On-site traffic circulation / sanitation access Findings: a. It appears access for the sanitation truck is acceptable. Conditions for Approval: a. Paint the curb and sign the access lane for "No Parking" due to the limited width of the lane. Parking in the turn around area will also need to be restricted b. City strongly recommends verifying a single sanitation container will be sufficient. If a second container is needed, a larger enclosure will be required. Stormwater Findings: a. Stormwater needs to be retained on site and the plans appear to show that will take place. Conditions for Approval: A stormwater report in accordance with the PVSDM will need to be submitted for review and approval. Stormwater retention will need to be built per the submitted plans to be verified as a condition of approval for a certificate of occupancy. Water / Sewer Standards • Findings: a. The sewer line south of the proposed manhole in Chubbuck Road, the water services downstream of the meter, and the fire hydrant lateral will all be considered private and must be maintained by the property owner. Conditions for Approval: a. The development agreement will include the following conditions: • The water lines, downstream of the meter, will be privately owned and maintained. • The fire line and hydrant,will be privately owned and maintained. The City will have authority to operate the fire hydrant for testing and use. If issues are discovered, the property owner shall repair or replace the fire hydrant or lateral pipe immediately. • The sewer line and manholes, upstream of the manhole located in Chubbuck Road, will be privately owned and maintained. A single utility customer must be designated for the entire development. L CHUBBUCK 1 0 A H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us ................................ Hidden Valley CUP DESIGN REVIEW CLE Exhibit 513 Wastewater Pre -Treatment / Chemicals On-site and Disposal • Findings: a. Residential — no concerns at this time. Right-of-way • Conditions for Approval: a. Will be evaluated with the plat. Curb, Gutter, Sidewalks / ADA • Conditions for Approval: a. Sidewalk and pedestrian ramps on Chubbuck Road will need to meet ADA and City standards. A detailed review will be completed during construction plan review; will be verified as a condition of approval for a certificate of occupancy. Platting / Development Agreements • Findings: a. Parcel is unplatted. Conditions for Approval: a. Full platting process required (preliminary and final), along with a development agreement. Building and zoning codes for site • Findings: a. Proposal meets zoning code for setbacks and height. b. Clarify if the units will be individually owned/divided into separate lots. Conditions for Approval: a. If divided into separate lots the units are defined as townhomes; city code limits townhome structures to no more than 8 units. The two buildings with 12 units each would need to be changed to three buildings with 8 units each. Building Design / Elevations • Findings: a. Building design appropriate for multi -family, as well as in C-2 zone. • Conditions for Approval: Land Use and Development Commission may add requirements for building appearance, landscaping, etc. Provide full color elevations of all sides, include texture, etc., for the CUP application. Clarify if the 4 -unit draft will be duplicated to create the 8- or 12 -unit structures. Floor Plans / Non -Residential Square Footage • Findings: a. All residential — no non-residential square footage. Lighting Standards • Findings: a. Will use lights per memo, not to face upward. • Conditions for Approval: L CHUBBUCK 1 0 A H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us ................................ DESIGN REVIEW CLEC Hidden Valley CUP Exhibit 5B a. Lighting to be installed as suggested, without trespass off-site. City Code requires that no light trespass occurs upwards into the nighttime sky and so both elements, trespass off- site and trespass upwards will be verified as a condition of approval for a certificate of occupancy. Parking / Accessible Parking • Findings: a. One garage space and one driveway space are provided for each unit. Signs Conditions for Approval: a. Suggest adding some visitor parking stalls between 2nd and 3rd buildings (on revised plat) — this may require moving trees to islands between driveways. Findings: a. No free-standing signs are planned at this time. Conditions for Approval: a. Submit plans / sign permit application to building department with building permit application should any signs be desired in the future. b. For a residential development in a commercial district only a monument sign is allowed. All free-standing signs, including monuments, also require a Design Review. Landscaping • Findings: a. Per code, all unbuilt areas are shown as landscaped. b. Road frontage of±60' requires 2 trees and 12 shrubs and pruned to keep sight triangle clear of obstructions. • Plan provides 3 trees and 6 shrubs. • Plan appears to show all shrubs and trees are outside the sight triangle. c. Interior of development has approximately 14,000 sf of paved surface; 5% must be in landscaped beds adjacent to parking (min. 700 sf) with 1 tree per 200 sf (min 4 trees). • Interior landscape areas exceed 700 sf adjacent to parking. • In the middle of the project 2 trees are located next to the pavement. One of the three trees on the frontage can be included because it is also next to the pavement/parking spaces. Conditions for Approval: a. Add 6 shrubs to the frontage landscaping. • To increase safety at the entrance/exit sight triangle select boxwood (or other shrub) cultivars that will grow no taller than 3'. b. Add 1 (or 2) trees to the interior of the development in beds adjacent to the paved areas. Appeals - Pursuant to Section 78.76.050 of City Code: G. If an applicant disagrees with the written findings of the Committee, then the applicant must, prior to making an appeal to the Council, submit a request to reconsider in writing, stating the specific requirements with which the applicant takes issue. The Committee shall review and respond to the request for reconsideration within ten (70) calendar days. L CHUBBUCK 1 0 A H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us ................................ Hidden Valley CUP DESIGN REVIEW CLQ Exhibit 5B H. Decisions of the Committee may be appealed to the City Council, provided the applicant has properly made a request to reconsider as set forth above. Any appeal must be filed within ten calendar (70) days of the date of the Committee's final decision. At the Council meeting to review the appeal, both the applicant and members of the Committee may provide testimony to the Council, and the Council may reverse, affirm, or modify any decision of the Committee. L CHUBBUCK 1 0 A H 0 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 www.CityofChubbuck.us �• . • •. •� Hidden Valley CUP Exhibit 6A .............................. EMPOWERING ME COMMUNIiy SINC IDAHO STATfE . r � � • JOURNAL WWW IRAN07ATE)OURNALCOM State of Idaho Counties of Bannock and Caribou I, Collins Crapo first being duly sworn, depose and say. That I am the Processing Clerk employed by Adams Publishing Group of the Rockies LLC, publishers of Idaho State journal, a newspaper of general circulation, published 4 days, Tues -Wed -Friday and Saturday, at Pocatello, Idaho. That the notice, of which a copy is hereto attached and made a part of this first a davitiow having lished in said Idaho State journal and on IdahoPublicNotices.com for I day(s), P been made on 04127/2024 last publication having been made on 0412712024, and that the said notice was published in the regular and entire issue of said paper on the respective dates of publication, and that such notice was published in the newspaper and not in a supplement Subscribed and sworn to before me, on this 29th day of April, 2024 Notary Public My commission expires: attached jurat STATE OF IDAHO ss. COUNTIES OF BANNOCK AND CARIBOU On this 29th day of April, 2024 before me, the undersigned, a Notary whosef or said state, e personally appeared Collins Crapo, known or identified to me to be the person(s) bed to the within instrument, d bei h by me first theyexecuted the same, that the statements therein are true, and acknowledged IN WITNESS WHEREOF, I have hereunto set my this certificate first above written. BETH CROSSLEY 18167 NOTARY PUBLIC STATE OF IDAHO My COMMISSION EXPIRES 07128/28 507067 hand and affixed my official seal the day and year in ti Notary Public for APG of the Rockies Residing: Idaho Falls, Idaho Commission expires! AD# 507067AD# NOTICE OF PUBLIC HEARING CITY OF CHUBBUCK, IDAHO NOTICE 15 HEREBY GIVEN that the Land Use & Develop- mm ent Commission of the City of Chubbuck, Idaho, will conduct a Public Hearing at 6;00 pm on May 14, 2024 at Chubbuck City Council Chambers, 290 East Linden Ave., Chubbuck, fdaho. Public hearings will be held with respect to the following Items; 1. An application for a Variance to reduce the required side yard on a corner lot from twenty feet (20') to five feet (5') in the Single -Family Residential (R-1) zone. The proposal would accommodate a detached garage for the subject property, lo- cated at 1026 Lexington St in Chubbuck, 10. The application will be reviewed against criteria in section 18.28.030.8.5 of City Code. Type of action; Decision. Written testimony �rbowers @litbuk.usat iast7 ays prior to theheaing, shallcomply withstandards established in City resolution 2021-06. A complete description of each item is available to the public on request to jbowers@cltyofchubbuck.us. Commission packets are gen- erally available the week before the meeting at htt s://cit - ofebubbuck.us/land-use-commission, or are available by contacting the City Clerk. Any and all persons may register comments, protests, or agreements on the hearing subjects being considered, Oral testimony concerning these proposals may be offered at the public hearing. Commission may limit oral testimony. Any person needing special accommodations to participate in the meeting should contact the City Clerk, Joey Bowers at Jbowers@cftyofchubbuck.us at feast 24 hours prior to the meeting. Joey Bowers Published: April 27th, 2024 (ISJ848-507067) Cdy Clerk ;sc ............................ Hidden Valley CUP Exhibit 6A ............................. CHUBBUCK ........................... Hidden Valley CUP Community Services Depal Exhibit 613 ............................. Planning Services Division 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 August 13, 2024 www.CityofChubbuck.us NOTICE IS HEREBY GIVEN that the City of Chubbuck Land Use and Development Commission will conduct a public hearing and deliberation at 6:00 PM on August 13, 2024 at Chubbuck City Council Chambers, 290 E Linden Avenue, Chubbuck, Idaho. The item to be discussed is described below. You are provided special notice of the following proposal pursuant to Idaho and City codes, as a property owner of record within a defined distance or as a political subdivision/utility as is otherwise required by law. The hearing will be open to the public and you are notified of your opportunity to testify in favor of, neutral to, or against the proposal. A public hearing will be held with respect to the following item: An application for a Conditional Use Permit (CUP) for townhomes to be located at 265 W Chubbuck Rd, in Chubbuck, Idaho. The site comprises approximately 7.22 acres of land in the General Commercial (C-2) zone (see map on reverse side). Type of Action: Decision. Materials available to the public: Complete copies of the proposal are available by contacting Don Matson, Planning Services Manager: o Email: dmatson@cityofchubbuck.us o City Hall: 290 E. Linden Avenue, Chubbuck o Phone: 208-239-3252 Providing comment: Any and all persons may register comments, protests, or agreements on the hearing subjects being considered. • Written testimony, including emails, must be received at least 7 days prior to the hearing, and shall be considered public record (see address above). • Complete staff reports will be available at City Hall 6 days before the public hearing and will be presented to the Commission with any written testimony received prior to the deadline. o The report will be available to review at the above address or on the city website: o cityofchubbuck.us --> Government 4 Land Use and Development Commission � Land Use Meeting Packets (scroll down the page) • Oral testimony concerning the proposal may be offered during the public hearing. The Commission may limit oral testimony. ........... Hidden Valley CUP ... Exhibit 6B ............................1 Reference map: Procedure: The application will be reviewed by the LUDC against criteria in section 18.28.020.C.5 of City Code. Specifically: a. The proposed use is conditionally permitted in the subject zoning district and complies with all of the applicable provisions of city code unless modified through the CUP process. b. The proposed use is generally not in conflict with the goals, objectives, and policies of the adopted Comprehensive Plan. c. The proposed use is compatible with other existing and permitted uses in the general vicinity. d. The proposed use is harmonious in scale, mass, coverage, density, and intensity with all adjacent permitted land uses. e. The proposed use would not place an undue burden on transportation, police, fire and EMS protection, water/sewer, schools, and other public facilities or agencies, in the vicinity. f. The proposed use, if it complies with all conditions imposed, will not adversely affect other properties or the environment in the vicinity to a materially greater extent than would uses permitted outright by this Code. Special accommodations: Any person needing special accommodations to participate in the meeting should contact Joey Bowers, City Clerk, at 208-237-2400 at least 24 hours prior to the meeting. 290 E Linden Avenue, Chubbuck, ID 83202 Phone 208.237.2430 CHUBBUCK www.CityofChubbuck.us 1AAAA EXHIBIT 6C: NOTICE AREA SURROUNDING PROPERTIES 73a 201.10193M T D :S. 101! 110.6110 a1 3:10 1.1 33056 17057 37056 3 6 r-MOG) 1107 ]305 :s3Pn 330 10170 11 330 12 yip 4004 330 t 1309 'A104 4301 0 2330 + 3. 0 3]067 3:Ir "I {706 4791 'B1 9786 4751 9760 477E 4, 4750 a_ 131 a7y2 i1rP 422 420 416 4_ Idealya St 421 41f 411 41,1 "I M Community Maps Contributors, qD 130 B 462f cava 23o a: 9asn 4621 741f 726 24Y = 210 1F7 N1 J s 772 lilt W Untlen Ave �1 2111 261 K 751 A _ Microsoft. Esr.TomTom, Garmin,SafeGraph, GeoTechnologies, Inc. ME -LIN... .............................. ;,,Hidden Vailey,CUP..; Public Notificatlon 4m x Seiea or search far a feature in the rna Address N n[1:4 K:o Q Apply a search distance 300 Feet - CAddressee Layer Parcel owner Format PDF label 1 x 4 iswch ,, 20 per page 7" 33 addressees found; do you wantto corxinue7 h ............................. I Hidden Valley.gWE..; EXHIBIT 61): MAILING LIST OF AREA PROPERTY OWNERS NAME STREET CITY AAA LLC PO BOX 2502 POCATELLO, ID 83206 CHUBBUCK MOBILE HOME PARKS LLC PO BOX 240 KETCHUM, ID 83340 CIESLAK, HENRYA 4754 HEIDI CT CHUBBUCK, ID 83202 DOD ENTERPRISES LLC PO BOX 702 MORGAN, UT 84050 ECKMAN, DEREK 4704 HEIDI CT CHUBBUCK, ID 83202 FREELAND, JAMES 4809 LISH ST CHUBBUCK, ID 83202 FULTON, ROBERTT 4819 LISH ST CHUBBUCK, ID 83202-2301 HILLMAN FAMILYTRUST 5015 WHITAKER RD CHUBBUCK, ID 83202 HIRSCHI, CLAY M 311 W CHUBBUCK RD APTA-C CHUBBUCK, ID 83202 HOUSE BUYERS 208 LLC 2707 SAINT CHARLES AVE IDAHO FALLS, ID 83404 IDAHO CREATIVE SOLUTION LLC 1828 W DIVIDE CREEK ST MERIDIAN, ID 83646 JOHN AND MARYALLER LIVING TRUST 222 W LINDEN AVE CHUBBUCK, ID 83202-2304 KINLOCH, MARYLOU 240 W CHUBBUCK RD CHUBBUCK, ID 83202-2312 KNUDSEN POOR FARMS INC 98 FORT HALL AVE AMERICAN FALLS, ID 83211 LISH PROPERTIES LLC 969 VASCO DA GAMA LN FOSTER CITY, CA 94004 MADERA, OLIVA 4714 HEIDI CT CHUBBUCK, ID 83202 MEYER, BRENT D 2352 CARAVAGGIO DAVIS, CA 95618 MURRAY, ROBERT 4744 HEIDI CT CHUBBUCK, ID 83202 PORTER, SUZETTE 4716 HEIDI CT CHUBBUCK, ID 83202 PRICE, JARED M 4870 N BUFFALO RD CHUBBUCK, ID 83202 REMEMBRANCE PROPERTIES LLC PO BOX 2397 POCATELLO, ID 83206 ROSENBAUM, DEANNAS 551 MICHAEL AVE 4738 SUMMERWOOD DR PHEASANT RIDGE LLC 309 W CHUBBUCK RD POCATELLO, ID 83201 SPARKLES ENTERPRISES BOUNTIFUL, UT 84010 CHUBBUCK, ID 83202 VEGA, AMY MORILLON WELSH, EDWARD JOSEPH 5431 W SKYVIEW RD POCATELLO, ID 83201 WELTZ, AMANDA 4724 HEIDI CT CHUBBUCK, ID 83202 x` "+ + ,•.4 . * ti+ , 5 * r. 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F ! �*� /�i'��f F k 0111 4 F 7- a,._ Tom- ,.� r � � _ A '1' is .y' r `• ' Mgft%6 s ! pt 1puloll 1. :{fti F1�{4-Y.r�s5�7l111�$T lSl¢LV�O (X �'Y 4ryf '• A'f * ` - ` _ earing Yi r .Y- .YS..'Lbr mo i,♦ .r?�Y+r5504% a7Y� vLVr' or ` y r ,[1 _ it hubbu V pi I an n f` -f VL { ' 'fir it • {• + r.. � Y -_ fir •` - '�'rX* .. - r s ! pt ........................... Hidden Valley CUP Opposition to290 E Linden AveExhibit 7 ............................: james freeland <freelandjames67@gmail.com> Tue 7/30/2024 5:43 AM To:Don Matson <dmatson@dtyofchubbuck.us> oppose this my fort hall irrigation runs along side this development I don't want this compromised by your proposal James Freeland 9544880235 Sent from my iPhone CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.