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HomeMy WebLinkAboutPC Packet 10.24.2023City of Falcon Heights Planning Commission City Hall 2077 Larpenteur Avenue West AGENDA Tuesday, October 24, 2023 7:00 p.m. A.CALL TO ORDER: 7:00 p.m. B. ROLL CALL:Scott Wilson ____ Laura Paynter ____ Jacob Brooks ____ Mike Tracy ____ Jim Mogen ____ Rick Seifert ____ Jake Anderson ____ Council Liaison - Mayor Gustafson ____ Staff Liaison – Hannah Lynch ____ C.APPROVAL OF AGENDA D.APPROVAL OF MINUTES 1.Regular Meeting – September 26, 2023 2.Workshop – September 26, 2023 E.PUBLIC HEARING – Amber Flats – PUD Proposal F. NEW BUSINESS 1. Amber Flats – PUD Proposal G.INFORMATION AND ANNOUNCEMENTS 1. Staff Liaison Report 2.Council Liaison Report H. ADJOURN Next regular meeting date: November 28, 2023 CITY OF FALCON HEIGHTS Planning Commission City Hall 2077 West Larpenteur Avenue MINUTES September 26th, 2023 at 7:00 P.M. A. CALL TO ORDER: 7:00 P.M. B. ROLL CALL: Scott Wilson _X_ Laura Paynter ___ Jacob Brooks _X_ Mike Tracy _X_ Jim Mogen ___ VACANT Jake Anderson _X_ Council Liaison Gustafson _X_ Staff Liaison Lynch _X_ C. APPROVAL OF AGENDA Commissioner Brooks makes a motion to approve agenda; approved 4-0. D. APPROVAL OF MINUTES 1. Regular Meeting – June 27, 2023 2. Workshop – July 25, 2023 3. Workshop – August 22, 2023 Chair Wilson notes one change to June 27, 2023 minutes. Commissioner Anderson makes a motion to approve June 27, 2023 minutes with edit, July 25, 2023 workshop minutes, and August 22, 2023 workshop minutes. Minutes are approved 4-0. E. PUBLIC HEARING 1. Gibbs Farm Rezoning and Redevelopment – PUD Proposal Staff Liaison Lynch gives an overview of the Gibbs Farm rezoning and PUD request. The property is located at 2097 Larpenteur Ave W, at the northwest corner of the Larpenteur Avenue and Cleveland Avenue intersection. It is owned by Ramsey County Historical Society (RCHS), a 501c3 organization. This organization was previously assumed to be a part of Ramsey County, and was zoned Public Land (P-1) accordingly. As this is not the case, the property needs to be rezoned. The most appropriate zoning designation would be B-2 which permits museums with the issuance of a Conditional Use Permit. The request is for a Planned Unit Development (PUD) on the site to allow for the existing museum buildings and the addition of two buildings, a 16,000 square foot education building and a 4,000 square foot preservation facility. The addition of these buildings will allow the museum to operate on an annual basis and allow RCHS to store their collection of items on site. Chad Roberts, President of RCHS, and Sammy Nelson, Director of Gibbs Farm, were in attendance. Chad Roberts gave a brief overview of the programming existing at Gibbs Farm and the benefit of the PUD and adding the two additional buildings. The museum site currently reaches approximately 15,000 students a year through field trips and summer camps. The majority of the site is operated late spring-early fall. The addition of the education building and preservation facility will allow the organization to reach 30,000 students per year with local history education, an after-school program, increase the rental capacity, and support the preservation of the RCHS collection. Chair Wilson opened the public hearing. Peg Riley, a resident at 1666 Coffman, spoke on behalf of the residents at 1666 Coffman and expressed their interest in city projects. She also voiced their support of the project. Chair Wilson closed the public hearing. F. NEW BUSINESS 1. Gibbs Farm Rezoning and Redevelopment – PUD Proposal Chair Wilson opened the floor for comments and questions from Commissioners. Commissioner Brooks voiced his support of the project. Commissioner Tracy also voiced his support of the project and asked if the farm animals would be remaining on site. Sammy Nelson responded that the animals would be remaining on site, and would hopefully be able to be kept their year-round. Commissioner Anderson voiced his support for the project. He asked about if the education would be housing event space. Chad Roberts responded it would have event space for partners and community members, and the space will be able to host around 200 adults at round tables in the Prairie Room. He stated it is their goal to be an affordable solution for events. Chair Wilson voiced his support for the project. He asked about safety for students and visitors crossing at Larpenteur and Cleveland to go between Gibbs Farm and the Bell Museum. Chad Roberts explained they are incorporating a large plaza with the Gibbs Farm sign at the corner to allow for a larger landing space for those waiting at the corner to cross. He also explained most students take buses between the two sites, so they are anticipating that to continue. Chair Wilson asked about timing for the project. Chad Roberts explained they are hoping to begin working on the collections building in September 2024 and ideally would be working on the education building at the same time. Council Liaison Gustafson also expressed his support of the project. He asked several questions about event space, parking for events, and licensing for special events. Chad Roberts explained parking would not be an issue, and the licensing for special events and any permits needed for those would be acquired by the organization holding the event. Chad Roberts also addressed parking stating that, if needed, they can open up grass parking south of the education building and they also partner with the UMN soccer stadium to share overflow parking when needed. Commissioner Tracy made a motion for a recommendation to City Council of approval for the rezoning and PUD at Gibbs Farm. A vote was taken and all were in favor. The motion passed 4-0. G. INFORMATION AND ANNOUNCEMENTS 1. Staff Liaison Report - None 2. Council Liaison Report Council Liaison Gustafson gave a brief overview of the upcoming topics on the City Council agenda. H. ADJOURN 7:30 PM CITY OF FALCON HEIGHTS Planning Commission City Hall 2077 West Larpenteur Avenue WORKSHOP MINUTES August 22nd, 2023 at 7:00 P.M. A. CALL TO ORDER: 7:35 P.M. B. ROLL CALL: Scott Wilson _X_ Laura Paynter ___ Jacob Brooks _X_ Mike Tracy _X_ Jim Mogen ___ VACANT Jake Anderson _X_ Council Liaison Gustafson _X_ Staff Liaison Lynch _X_ C. DISCUSSION 1. Informal Site Plan Review – Buhl / UrbanWorks Plan for Housing Staff Liaison Lynch gave an overview of the proposal from Buhl and UrbanWorks for a 100-unit affordable housing apartment complex to be located next to Amber Union Apartments. The property is zoned R5M which allows apartments units with a maximum of 40 dwelling units per acre. She went over City Code requirements and explained that due to the number of variations from Code this project would require (parking, height, setback), a PUD would be the best way forward. The Planning Commission discussed the project and asked questions about parking, visuals, and other requirements. David Miller from UrbanWorks, Peter Deanovic, and Harrison Mohagen were in attendance to address questions and comments from the Planning Commission. Commissioners also thanked Buhl for bringing back a plan for the site that would be more in line with the vision for the City. 2. Larpenteur-Snelling Corridor Study – Steering Committee Updates Kim Lundquist from WSB was in attendance to go over next steps for the Larpenteur-Snelling Corridor Study. The Planning Commission agreed to change the name of the study to the Larpenteur and Snelling Corridor Development Study. Kim Lindquist explained the next steps would be to hold the Community Meeting at City Hall at 7:00 PM on October 18, 2023. Mayor Gustafson will be in attendance to give a welcome presentation to the community and then the rest of the meeting will be held as a drop in with maps and other information for residents to ask questions and comment on. The Commission continued by discussing the drafted community survey and changing a few items in that, and finally discussing the three focus groups needed for the study. D.ADJOURN 9:10 PM ITEM FOR DISCUSSION City of Falcon Heights, Minnesota __________________________ Item Amber Flats – Planned Unit Development Proposal Description Amber Flats is a proposed 100-unit affordable housing apartment building to be located directly to the west of the existing Amber Union Apartments. The purpose of this application for a Planned Unit Development (PUD) is to allow for the construction of this apartment building along with flexibility in City Code guidelines. THE PROPOSAL Buhl Larpenteur West LLC is the owner and developer of Amber Union Apartments. The new apartment building will be situated in the existing overflow parking lot next to Amber Union. Amber Flats will be an affordable housing apartment building with 100-units, consisting of 60 1-bedroom units and 40 2-bedroom units. Parking for residents will be provided in 51 surface parking stalls and 63 sublevel stalls for a total of 114 parking spaces. Why a PUD? A PUD is intended to permit flexibility of site design, the conservation of land and open space through clustering of buildings and activities, and an incentive to developers to plan creatively by providing density bonuses. This can be achieved by allowing deviations from standards including setbacks, heights and similar regulations. Additionally, a PUD is required for all developments having two or more principal uses or structures on a single parcel of land. This project will only have one building on the parcel of land, so it would not necessarily need to be a PUD. However, there are several deviations from City Code in regard to height, impervious surface, and parking requirements that would call for either a variance or PUD. As this is a larger development and there would be more than one variance necessary, a PUD would be the best option to allow for the flexibility being called for. Current Status of Property & City Code Requirements Below are excepts from City Code with the standard requirements for new developments in the zoning district this property is currently located in. Meeting Date October 24, 2023 Agenda Item Public Hearing E-1 Attachment See below. Submitted By Hannah Lynch, Community Development Coordinator Bolded next to each item is how the proposal does or does not currently meet those requirements and any additional staff notes. This property is currently zoned R5M, High Density Residential Mixed Use. Sec. 118-182 (b) Purpose and intent. The purpose of the mixed use high density residential district is to provide high density, primarily apartment style, rental and condominium housing with limited commercial uses within the same structure. The intent of the district is to meet or exceed the city’s comprehensive plan density goal of 28 residential units per acre. Proposal meets this intent. Sec. 118-182 (c) Permitted uses. (1) Apartment buildings with a maximum of 40 dwelling units per acre. Proposal meets this requirement @ 39 dwelling units per acre. Sec. 118-182 (g) Lot area, height, lot width, and yard requirements. (1) The following minimum requirements shall be observed subject to additional requirements except as modified in this section and in section 113-241: Lot Area Lot Width Front Yard Side Yard Rear Yard 2.5 acres N/A – Not a new lot. 200 feet N/A – Not a new lot. 30 feet Proposal meets this requirement @ >45’. 10 feet or ½ the height of the building, whichever is greater Proposal meets this requirement @ >25’. 30 feet Proposal meets this requirement @ >50’. (2) The required setback from a lot line abutting property zoned R-1 is 50 feet. Proposal meets this requirement @ 162’ & >128’. (4) Except as provided in section 113-243, the maximum height is four stories or 40 feet, whichever is less. Proposal does not meet this requirement, but is only about 3’ off. For reference, Falcon Heights Town Square is around 49’ in height at its tallest point, and the existing Amber Union building is over 52’ in height at its tallest point. This building would be stepping down from that. Sec. 113-241 – Required yards and open spaces (b) Permitted encroachments on required yards. The following shall be permitted encroachments into setback and height requirements except as restricted by other sections of this chapter: (4) In no event shall off-street parking, structures of any type, buildings, or any impervious surfaces cover more than 75 percent of the lot area. The existing lot is a total of 2.72 acres. Existing impervious surface on lot is 2.30 acres which is around 85% impervious. The proposed impervious surface is 2.07 acres which is around 76% impervious. While this is still higher than City Code, it is a net decrease in impervious surface of .23 acres. DIVISION 2. – OFF-STREET PARKING AND LOADING Sec. 113-310 – Residential districts (3) The following provisions apply to the R-5M district: The requirements of the R- 4 district shall apply except that at least 80 percent of the required parking spaces for apartment buildings shall be below grade and integrated into the apartment building. (2) The following provisions shall apply to the R-3 and R-4 districts: (e) Off-street parking spaces required (one space equals 350 square feet) shall be as follows for: Multiple-family dwellings. At least two parking spaces per dwelling unit. By code, this property would require 200 parking spaces, with 80% of those being below grade (160 spaces). As proposed, there are to be 51 surface parking spaces and 63 sublevel parking spaces for a total of 114 parking spaces. This equals to 1.14 parking stalls per unit. This does not meet City Code, however the project does provide access to the Route 61 Line and Metro A Line bus stations. In addition, when comparing this to the Amber Union Apartment project which only provided 1.08 parking stalls per unit, this project does allow for slightly more parking. Reports from Amber Union property management state that approximately 80% of the current allotted spaces are used despite full occupancy. THE PUD / CITY CODE AMENDMENT PROCESS Notice Required Planned unit developments may be permitted in the legislative discretion of the city council. The application and hearing process for a planned unit development is the same as is required for other zoning chapter amendments. The standard notice requirement for amendments to a zoning district boundary is mailing a notice to all property owners within 350’ of the property. As a best practice however, the City mails to all property owners and residents within 500’. The notice was also posted at City Hall and published in the Pioneer Press on October 14 and October 16, 2023. Comprehensive Plan Consistency A PUD must be consistent with the city comprehensive plan and the intent and purpose of the City Code provisions relative to land use, subdivision and development. Several relevant goals have been provided below for reference, however a full copy of the 2040 Comprehensive Plan can be found online: https://www.falconheights.org/government/departments/community- development-planning-and-zoning/comprehensive-plan From Falcon Heights 2040 Comprehensive Plan: Housing Goals: 3. Keep housing affordable, maintenance affordable, and accessible to all income levels. General Land Use Goals 8. Encourage vertical development by minimizing impervious surfacing and maximizing space. Larpenteur Corridor Policies 3. Allow flexibility in development standards on Larpenteur to recognize the challenge of redeveloping small properties on a scale similar to surrounding residential development. Neighborhood Goals 5. To encourage the availability of a diverse housing stock. 6. To provide opportunities for affordable housing in proximity to public transportation, commercial services and recreational facilities. 11. On transit routes, allow the replacement of existing medium-density multi-family structures at equal or high density, incorporating best practices for conserving green space and promoting active living. Commercial/Business Goals 3. To ensure access and safety for pedestrians and those using non- motorized transportation. 6. To provide convenience parking in sufficient amounts to meet parking demand. NOTES AND ANALYSIS FROM STAFF Planning Staff – Overall, this plan does a good job of mostly conforming to City Code requirements. Were it not for the height, impervious surface, and parking details, this project could have been issued a permit administratively and would not have required any public hearing or discussion by the Planning Commission. As it stands, the deviations from City Code are not overly concerning. The height, while not meeting Code, will still be less than the building next to it (Amber Union) and across Snelling (Falcon Heights Town Square). While the impervious surface is just over Code requirements, it is still bringing that impervious surface amount down from its existing use as a parking lot. Finally, the parking is off from City Code by 86 spaces, however as this property is proposed to be affordable housing and is located by public transit, the additional spaces may not be necessary. Amber Union currently has a parking ratio of 1.08 parking stalls per unit, and was approved by both the Planning Commission and City Council with this amount. This apartment building will have more than that at 1.14 parking stalls per unit, and will include sublevel parking. In addition, requiring more parking to bring it up to 2 parking stall per unit would most likely increase the impervious surface on the site, further increasing the nonconformity of that feature of City Code and increasing the harmful effects of impervious surface to the environment. Engineering – Comments TBD Fire Marshal – Comments TBD Ramsey County – Comments TBD Future Steps After recommendation from the Planning Commission, City Council may act upon the proposed amendment. Pursuant to Minn. Stats. §15.99, the amendment must be approved or denied within 60 days from the date a properly completed application is received by the city. Budget Impact None. Attachment(s) -Application for PUD -Narrative from applicant -Proposed plans from applicant -Posted Notice -Newspaper Notice -Newspaper Notice Affidavit -Notice to Property Owners / Residents - Section 113-35 from Falcon Heights City Code – Amendments to Zoning Code Action(s) Requested Staff requests a public hearing be held on this request, and recommends the Planning Commission vote for recommendation of City Council approval of the PUD, with additional conditions listed below. -Address any concerns from Engineering. -Address any concerns from Fire Marshal. -Address any concerns from Ramsey County. -5% deviation from submitted plans allowed upon approval by City Administrator. (2) a. The planned unit development will be established as a safe, clean and well-designed living environment. Careful thought and consideration have been put into the layout of the building footprint to minimize impacts to surrounding neighbors, particularly Hollywood Court which is adjacent to the property. The building is proposed to be placed as far west as possible on the site without violating code required setbacks and maintains the large vegetative buffer on the southeast of the site to allow for mitigated impact on the surrounding neighborhood. The building is designed to be efficiently built while sustaining a high-quality aesthetic. It is the project team’s goal to create LIHTC housing that is all but indiscernible from market rate housing which is achieved through larger windows and higher quality unit finishes than what is typical, along with thoughtful design practices. The aesthetic design of the building was inspired by the Amber Union project in certain design aspects including material colors, chamfered corners and other Art Deco inspired characteristics. The proposed planned unit development notably maintains the existing parking easement stalls which were previously and currently provided to the Amber Union Apartments project. Parking for the project will be mostly provided through the construction of an underground parking structure within the footprint of the building, with the addition of a number of surface stalls. The PUD includes new green space and sidewalks on the property, allowing for greater connectivity for the new residences to surrounding retail businesses located on the Larpenteur Snelling corridor, along with access to the Purple Line and Metro A Line bus stations located on the corner of Larpenteur and Snelling which are approximately 700 feet or approximately 1/8 of a mile away. The three major parks in Falcon Heights are also interconnected by trails and roads stemming from Larpenteur Ave. Surrounding land uses along the south side of Larpenteur include single-family homes, the existing 125-unit Amber Union Apartment building and other housing projects including Larpenteur Manor Apartments and the Hendrickson. In addition to the new housing use being directly adjacent to other residential uses to the east, west and south, the project would increase density along the Larpenteur-Snelling Corridor and deliver affordable housing along a transit line which are identified goals in the Falcon Heights 2040 Comprehensive Plan. The project would also provide new patrons for the retail and local businesses located across the street to the north of Larpenteur. (2) b. The final ownership of the planned unit development will consist of an ownership structure typical of Low-Income Housing Tax Credit (LIHTC) project including a project LIHTC investor partnership. The final ownership structure includes Buhl Larpenteur West, LLC as General Partner and Sponsor, who is ultimately responsible for managing the project and asset. Buhl Larpenteur West, LLC and its property management agents would be responsible for maintaining the newly built housing structure including janitorial cleaning, removing refuse and recycling, pest control and other typical interior maintenance items to ensure a clean and safe environment for our tenants. Exterior maintenance items would include window washing, parking lot sweeping, general site trash pickup, landscaping maintenance of grass and planted areas, snow and ice removal along sidewalks on Larpenteur Ave W and along sidewalks and paved areas on the project site. On-site play equipment will also be cleaned and maintained by the property management team. On-site maintenance will be consistent with typical expectations for an apartment building. (2) c. The planned unit development is anticipated to have a total of 100 units with 60 1-bedroom units and 40 2-bedroom units. The planned unit development is anticipated to have a total of 140 beds. CONTACTS NAME: CONTACT: ADDRESS: PHONE: EMAIL: 612-590-1643 pete@buhlinvestors.com harry@buhlinvestors.com 5100 EDEN AVE, SUITE 317 EDINA, MN 55436 BUHL INVESTORS PETE DEANOVIC HARRY MOHAGEN OWNER / DEVELOPER NAME: CONTACT: ADDRESS: PHONE: EMAIL: 612-455-3100 dmiller@urban-works.com mbarnett@urban-works.com 901 N 3RD ST, SUITE 145 MINNEAPOLIS, MN 55401 URBANWORKS ARCHITECTURE LLC DAVID MILLER MARY BARNETT ARCHITECT NAME: CONTACT: ADDRESS: PHONE: EMAIL: 952-908-2664 mike@frana.com 633 2ND AVE S HOPKINS, MN 55343 FRANA COMPANIES MIKE BENEDICT GENERAL CONTRACTOR NAME: CONTACT: ADDRESS: PHONE: EMAIL: 763-843-0474 jtimm@bkbm.com 6120 EARLE BROWN DR, SUITE 700 MINNEAPOLIS, MN 55430 BKBM ENGINEERS JOHN TIMM STRUCTURAL ENGINEER NAME: CONTACT: ADDRESS: PHONE: EMAIL: 763-251-1011 dan.elenbaas@kimley-horn.com ryan.calrson@kimley-horn.com 767 EUSTIS ST, SUITE 100 SAINT PAUL, MN 55114 KIMLEY-HORN DAN ELENBAAS RYAN CARLSON CIVIL ENGINEER NAME: CONTACT: ADDRESS: PHONE: EMAIL: 763-257-7928 jsymynkywicz@damonfarber.com 310 4TH AVE, SUITE 7050 MINNEAPOLIS, MN 55415 DAMON FARBER JESSE SYMYNKYWICZ LANDSCAPE ARCHITECT NAME: CONTACT: ADDRESS: PHONE: EMAIL: 612-279-4203 rstephans@ctamep.com 3433 BROADWAY ST NE, SUITE 475 MINNEAPOLIS, MN 55413 CAIN THOMAS ASSOCIATES RYAN STEPHANS MEP ENGINEER GENERAL NOTES 1.DO NOT SCALE DRAWINGS. 2.SUBCONTRACTORS SHALL VISIT THE JOB SITE AND SHALL REVIEW THE CONTRACT DOCUMENTS TO FAMILIARIZE THEMSELVES WITH THE REQUIREMENTS AND INTENT OF THE SCOPE OF THE WORK PRIOR COMMENCEMENT OF WORK. DISCREPANCIES SHALL BE REPORTED TO GENERAL CONTRACTOR FOR CLARIFICATION. N NAME # # # AXXX # AXXX 4 1 AXXX 3 # AXXX - - - - SYMBOL INDEX SECTION NUMBER SECTION CUT CUT LINE ELEVATION CALLOUT SHEET NUMBER CUT LINE DETAIL NUMBER SHEET NUMBER SECTION DETAIL CALLOUT DETAIL NUMBER PRIMARY SHEET NUMBER DETAIL CALLOUT AREA DETAIL CALLOUT SECONDARY REVISION CLOUD (top of parapet, sill, etc.) DOOR TAG NORTH ARROW KEYNOTE TAG ROOM TAG INTERIOR TAGS WINDOW TAG # MATERIAL TAG WDW KEY xxx xxx JOINT LINE FLOOR TRANSITION TAG FLOOR MAT x' - x"CRPADCARD READER DOOR OPERATOR INTERIOR FIXTURE TAGXX1 XX1 INTERIOR FINISH MATERIAL TAG ELEVATION NUMBER SHEET NUMBER SPOT ELEVATION REVISION TAG REVISION CLOUD POLAR INDICATOR DOOR NUMBER WINDOW TYPE KEYNOTE NUMBER MATERIAL DESIGNATION ACCESS CONTROL SYMBOLS HEIGHT ABOVE AFF ROOM NUMBER ROOM NAME ROOM AREA# KEY © URBANWORKS ARCHITECTURE LLC, 2023901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 10.16.2023 10/16/2023 3:54:49 PMC:\!Revit Project Files\23-0013 A22 Central_lfrazierNZVSX.rvtLARPENTEUR AVE W / FALCON HEIGHTS, MN 5511310/16/2024 23-0013 SITE PLAN LF MEB TITLE SHEET G001BUHL - FALCON HEIGHTS AMBER FLATS PUD APPLICATION PARKING STALLS AREA SUMMARY UNIT COUNT VICINITY MAP SHEET INDEX 10.16.2023 SITE CITY, ST SUBLEVEL SURFACE TOTAL PARKING ACCESSIBLE PARKING STALL 2 2 4 COMPACT PARKING STALL 0 0 0 STANDARD PARKING STALL 61 49 110 GRAND TOTAL 63 51 114 GROSS BUILDING AREA GROSS AREA SUBLEVEL 1 24,404 SF LEVEL 1 23,291 SF LEVEL 2 23,467 SF LEVEL 3 23,467 SF LEVEL 4 23,467 SF GRAND TOTAL 118,094 SF UNIT TYPE SCHEDULE NLSF LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 TOTAL 1BR 32,224 SF 12 16 16 16 2BR 35,465 SF 7 11 11 11 GRAND TOTAL 67,689 SF 19 27 27 27 G001 TITLE SHEET SURVEY ALTA/NSPS LAND TITLE SURVEY SURVEY. ALTA/NSPS LAND TITLE SURVEY C000 COVER SHEET C100 GENERAL NOTES C200 SITE DEMOLITION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN C302 EROSION AND SEDIMENT CONTROL DETAILS C400 SITE DIMENSION PLAN C401 SITE DETAILS C500 GRADING AND DRAINAGE PLAN C501 GRADING DETAILS C600 UTILITY PLAN C601 UTILITY DETAILS AL101 ARCHITECTURAL SITE PLAN A001.0 SUBLEVEL 1 - OVERALL PLAN A101.0 LEVEL 1 PLAN - OVERALL A102.0 LEVEL 2 PLAN - OVERALL A301 BUILDING ELEVATIONS A351 BUILDING AXONOMETRIC VIEW A352 BUILDING AXONOMETRIC VIEW SUBLEVEL ACCESSIBLE PARKING 2% REQUIRED 63 * .02 = 1.26 STALLS REQUIRED 2 PROVIDED SURFACE ACCESSIBLE PARKING 2% REQUIRED 51 * .02 = 1.02 STALLS REQUIRED 2 PROVIDED 60 40 100 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg October 16, 2023 - 2:40pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023AS SHOWNPGSPGSDLENORTH VICINITY N.T.S. SITE FALCON HEIGHTS, RAMSEY COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI full bleed D (34.00 x 22.00 Inches) SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: LANDSCAPE ARCHITECT DF/DAMON FARBER LANDSCAPE ARCHITECTURE AND URBAN DESIGN 310 S 4TH AVE, SUITE 7050, MINNEAPOLIS, MN 55415 CONTACT: JESSE SYMYNKYWICZ, ASLA, PLA PRINCIPAL CELL: 763.257.7928 OFFICE: 612.332.7522 DAMONFARBER.COM PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: DAN ELENBAAS, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER BUHL 5100 EDEN AVENUE, SUITE 317, EDINA MN, 55346 TELEPHONE: 612.968.3728 CONTACT: PETER DEANOVIC FALCON HEIGHTS AFFORDABLE HOUSING S21, T29N, R23W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT URBAN WORKS ARCHITECTURE, LLC 501 N THIRD ST, SUITE 145, MINNEAPOLIS, MN 55401 CONTACT: MARY BARNETT DIRECT: 612.455.3120 MOBILE: 763.458.5563 SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 TOP NUT OF FIRE HYDRANT NEAR THE NE CORNER OF NEIGHBORING SITE AT INTERSECTION OF LARPENTEUR AVE AND SNELLING AVE. ELEVATION=959.18 (NGVD 29) BENCHMARKS LARPENTEUR AVE W SNELLING AVEUNDERWOOD STSheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C200 SITE DEMOLITION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN C301 EROSION AND SEDIMENT CONTROL DETAILS C400 SITE DIMENSION PLAN C401 SITE DETAILS C500 GRADING AND DRAINAGE PLAN C501 GRADING DETAILS C600 UTILITY PLAN C601 UTILITY DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg October 16, 2023 - 2:40pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023AS SHOWNPGSPGSDLEGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION *STANDARD SPECIFICATIONS FOR CONSTRUCTION* (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 4.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 7.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 8.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 9.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 11.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 12.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 14.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 15.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 6.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 6.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 6.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 6.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 6.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 6.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 6.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR MN DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT, CITY OF FALCON HEIGHTS AND MN DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY . 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES BETWEEN WATER AND SEWER MANHOLES AND PIPES, 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF 7 FEET OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY EXISTING UTILITY BUILDING TO BE REMOVED EXISTING 36" STORM LINE TO BE REMOVED AND REROUTED EXISTING UNDERGROUND STORM TANK TO BE REMOVED A A A A A B B B B B B B B B B C D D D E E E EE E E E F F F G G G H H H H H H I I I I EXISTING PORTION OF STORM SEWER EASEMENT TO BE ABANDONED AND RELOCATED EXISTING HIGHWAY EASEMENT TO BE ABANDONED J G This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg October 16, 2023 - 2:41pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE DEMOLITIONPLANC200FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023AS SHOWNPGSPGSDLENORTH LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT Know what'sbelow. before you dig.Call LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, RAMSEY COUNTY, AND MINNESOTA DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF FALCON HEIGHTS. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. DEMOLITION PLAN NOTES KEYNOTE LEGEND SAWCUT EXISTING PAVEMENT REMOVE EXISTING CURB REMOVE EXISTING SIDEWALK REMOVE EXISTING PAVEMENT REMOVE EXISTING TREE REMOVE EXISTING LIGHT POLE REMOVE EXISTING ELECTRICAL LINE / EQUIPMENT REMOVE EXISTING STORM LINE REMOVE EXISTING STORM STRUCTURE REMOVE EXISTING FIBER OPTIC A B C D E F G H I J DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614 PROP. BUILDING FFE = 957.25 BFE = 947.25 AVE GRADE = 956.14 ROCK CONSTRUCTION ENTRANCE INLET PROTECTION (TYP.) SILT FENCE (BEHIND CURB)956955954952953954953 952 951 950 950 951 952 952 951 95 0954955 956 956955 955956955956 957 955955948949950951952953957 956955953952953952952953956950 955 951 952 953 954 956957955953954956957 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg October 16, 2023 - 2:42pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH 1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5.CLEAR AND GRUB THE SITE. 6.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). 9.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 10.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 11.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 12.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 13.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 14.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 15.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 16.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 17.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET Know what'sbelow. before you dig.Call PREPARED FOREROSION ANDSEDIMENTCONTROL PLANC300FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023########PGSPGSDLE1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C3-EROS DETAILS.dwg October 16, 2023 - 2:42pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL DETAILSC301FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023AS SHOWNPGSPGSDLEBIO-LOG PER MNDOT SPEC SECTION 3897, FILL WITH ROCK LOG PER MNDOT SPEC, CRUSHED CONCRETE OR BITUMINOUS SHALL NOT BE USED FOR OPEN GRADED AGGREGATE FL O W 5" Ø GEOTEXTILE SOCK, TYPE WOVEN MONOFILAMENT CONFORMING TO MNDOT SPEC. 3886 TABLE 3886-1J. MACHINE SLICE ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL, SECURED WITH 50 PSI ZIP TIE SEAM JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR HEAT BONDED GRADATION SIEVE SIZE PERCENT PASSING 1 1/2" 1" 3/4" 3/8" NO. 4 NO. 10 NO. 40 NO. 200 100 95-100 65-95 30-65 10-35 3-20 0-8 0-3VARIES,SEE PLAN6" MIN.SAND FILLVARIES, SEE TABLE 6"SAND FILL"D" DEPTH TO TOP OF PIPE "W" WIDTH OF INSULATION PERPENDICULAR TO PIPE "I" THICKNESS OF INSULATION REQUIRED 2 FT TO 3 FT 8 Ft 4 IN 3 FT TO 4 FT 8 Ft 4 IN 4 FT TO 5 FT 8 Ft 4 IN 5 FT TO 6 FT 4 Ft 2 IN 6 FT TO 7 FT 4 Ft 2 IN OVER 7 FT 0 Ft 0 IN PROP. BUILDING FFE = 957.25 BFE = 947.25 AVE GRADE = 956.14 18.0'21.7'9.0' 60.0'30.0'23.0' 5.0' R33.0' R18.0' 24.0' R6.0' R6.0' R5.9' R11.0' 10.5'18.0'9 11 9 3 6.1'6.0'6.0'ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45 DEG 2' O.C. ACCESSIBLE PARKING ACCESSIBLE PARKING B612 CURB & GUTTER (TYP.) MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER RAIN GARDEN SEE SHEET C501. 23.0'74.3'LIMIT OF CONSTRUCTION 62.3'355.7'69.0' 98.6' 22.0' 18.0'35.1'9.0'18.0'9.0'9.0'9.0'R5.6' R5.4'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg October 17, 2023 - 11:39am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call RNORTH LEGEND PROPERTY SUMMARY TOTAL PROPERTY AREA 2.72 AC / 118,500 SF DISTURBED AREA 1.45 AC / 63,000 SF EXISTING IMPERVIOUS AREA 2.30 AC / 100,319 SF EXISTING PERVIOUS AREA 0.42 AC /18,181 SF PROPOSED IMPERVIOUS AREA 2.07 AC / 90,293 SF PROPOSED PERVIOUS AREA 0.65 AC / 28,207 SF NET DECREASE IN IMPERVIOUS AREA 0.23 AC / 10,026 SF SITE DATA EXISTING ZONING R5M PROPOSED ZONING R5M PROPOSED LAND USE HIGH DENSITY RESIDENTAL SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER.PREPARED FORSITE DIMENSIONPLANC400FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023########PGSPGSDLEBUILDING DATA TOTAL BUILDING AREA 24,267 SF MAXIMUM BUILDING HEIGHT N/A PARKING SUMMARY REQUIRED PARKING N/A TOTAL PROPOSED PARKING TBD PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION STORM WATER AREA SEE GRADING PLAN FOR DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C4-SITE DETAILS.dwg October 16, 2023 - 2:43pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE DETAILSC401FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023########PGSPGSDLEACCESSIBLE PARKING SYMBOL N.T.S. 12" 6" 8" 6" 7 1/2" 13 1/2" 3/8" 7" PROP. BUILDING FFE = 957.25 BFE = 947.25 AVE GRADE = 956.14 D60 LF - 36" RCP @ 0.94% 35 LF - 12" HDPE @ 8.43% 1.80%1.55%D D D D 4 LF - 6" PVC @ 1.00% 15 LF - 24" HDPE @ 0.73% 7 LF - 24" HDPE @ 0.73% 237 LF - 36" RCP @ 0.30% 63 LF - 36" RCP @ 0.30% PROPOSED 10' STORM SEWER EASEMENT956955954 948949950951952953952953952953953952956956 955955 956957 956957955SCARIFY EXISTING SOIL AND AVOID COMPACTION 51 LF - 24" HDPE @ 0.73% ME:954.67 ME:954.59 ME:954.52 ME:953.45 ME:953.72 ME:953.67 953.20 953.20 947.25 947.25 947.25 947.20 947.20 947.20 ME:953.67 ME:953.35 ME:952.90ME:953.00 ME:951.65 953.50 954.10 ME:953.40 953.91 TW:953.75 952.95953.45 956.20 956.20 955.65 BW:956.08 BW:957.23 955.79 955.29 955.70 955.20 955.64 955.18 955.55 955.09 954.75BW:955.49 TW:957.25 BW:956.60 BW:956.66 TW:957.25 957.25 956.89 ME:955.90 955.77 956.42 955.07955.20 955.34 ME:955.34 ME:955.41 ME:955.20 ME:954.85 956.75 955.34 955.38 955.20 956.65 BW:956.85957.12 TW:957.25 TW:957.25 957.25 TW:956.75 BW:948.18 BW:948.23 TW:953.75 953.75 951.98 952.12 952.61 952.76 TW:953.70 BW:953.69 TW:954.14 ME:955.01 ME:955.07 SALVAGED UNDERGROUND STORM CHAMBERS STMH 101 RE:954.27 OCS 301 RE:953.50 STUB TO BUILDING REF. MEP PLANS FOR CONTINUATION TRENCH DRAIN STMH 102 RE:953.59 OCS 201 RE:952.78 STMH 104 RE:954.66 STMH 103 RE:954.59 STMH 202 RE:954.86 CONNECT TO SALVAGED UNDERGROUND STORM CHAMBERS CONNECT TO SALVAGED UNDERGROUND STORM CHAMBERS 956.75 950 955 951 952 953 954 956957955953954956957956957 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg October 16, 2023 - 2:43pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R PREPARED FORGRADING ANDDRAINAGE PLANC500FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023AS SHOWNPGSPGSDEEINFILTRATION BMP NOTES 1.TO THE EXTENT PRACTICABLE, LIMIT USE OF HEAVY CONSTRUCTION EQUIPMENT WITHIN THE BOUNDARIES OF THE PROPOSED INFILTRATION BMP. UTILIZE AN EXCAVATOR WITH A TOOTHED BUCKET TO AVOID COMPACTING OR SMEARING OF SOILS. 2.AFTER INITIAL EXCAVATION AND ROUGH GRADING, PROVIDE A MINIMUM OF TWO (2) DOUBLE RING INFILTROMETER TESTS WITHIN THE INFILTRATION AREA AT THE ELEVATION OF THE BASIN BOTTOM. PROVIDE THE RESULTS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO COMPLETING INSTALLATION OF THE BASIN OR UNDERGROUND SYSTEM. 3.IF CLAY SOILS ARE ENCOUNTERED, OVER-EXCAVATE AS NECESSARY TO REACH NATIVE SANDY/SILTY SOIL. BACKFILL THE ADDITIONAL EXCAVATION WITH SUITABLE ENGINEERED FILL MATERIAL. 4.IF NATIVE SUBGRADE SOILS AT THE BOTTOM OF THE PROPOSED INFILTRATION AREA ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGN INFILTRATION REQUIREMENTS, REMOVE AND REPLACE THE POORLY INFILTRATION SOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGN INFILTRATION REQUIREMENTS AS REVIEWED BY THE ENGINEER. 5.FINAL EXCAVATION OF THE INFILTRATION AREA AND INSTALLATION OF ANY ENGINEERED SOIL MUST OCCUR IN DRY CONDITIONS TO PREVENT SMEARING AND COMPACTION. 6.REMOVE ANY EXCESS SOILS THAT ENTER THE INFILTRATION BASIN PRIOR TO FINAL STABILIZATION. 7.UPON COMPLETION OF THE INFILTRATION/FILTRATION SYSTEM INSTALLATION AND FINAL STABILIZATION OF THE TRIBUTARY AREA, PROVIDE DOCUMENTATION THAT THE BMP DRAINS DOWN WITHIN 48 HOURS. RETAINING WALL NOTES 1.RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2.PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3.RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4.RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5.RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6.RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg October 16, 2023 - 2:44pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING DETAILSC501FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023########PGSPGSDLE6" 2.5" MANHOLE (WALL OR BASE) WEIR REINFORCEMENT @ WALL AND BASE NOTES: 1.THE FOLLOWING MAY BE USED AS AN ALTERNATIVE TO THE PRE-CAST ANCHORS: HVA ADHESIVE ANCHOR SYSTEM, WITH HVA ADHESIVE CAPSULES AND #5 REBAR, AS MANUFACTURED BY HILTI CORP. 2.REINFORCEMENT BARS IN WEIR NOT SHOWN. UPSTREAM SIDE OF WEIR DOWNSTREAM SIDE OF WEIR #4 ANCHOR PRE-CAST INTO MANHOLE 12" O.C. PROP. BUILDING FFE = 957.25 BFE = 947.25 AVE GRADE = 956.14 CONNECT TO EX. SSWR MH IE:945.60 SE IE:945.46 E IE:945.46 W STUB PROP. SSWR IE:945.89 NW73 LF - 8 " PVC @ 0 .40% CONNECT TO EXISTING WATERMAIN W/ 6"X6" TEEPROPOSED GAS SERVICE AND METER EXISTING HYDRANT 45° BEND, PROVIDE MECHANICAL JOINTS PROPOSED 3" DOMESTIC SERVICE PROPOSED 6" FIRE SERVICE PROPOSED FIRE DEPARTMENT CONNECTION CONNECT TO EXISTING WATERMAIN W/ 6"X3" TEE PROPOSED 8" SSWR SERVICEPROPOSED FIBER OPTIC PROPOSED FIBER OPTIC This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg October 16, 2023 - 2:44pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call PREPARED FORUTILITY PLANC600FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023########PGSPGSDLEUTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\UrbanWorks\Falcon Heights Affordable\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg October 16, 2023 - 2:45pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY DETAILSC601FALCON HEIGHTSAFFORDABLE HOUSINGBUHLFALCON HEIGHTSMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DAN ELENBAAS, P.E.XX/XX/XXXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084401210/16/2023########PGSPGSDLENO SCALE 48" OUTLET CONTROL STRUCTURE - RAIN GARDEN FLOW FLOW OCS SECTION B-B PLAN VIEW SEE PLANS FOR CASTING TYPE PRECAST MANHOLE SECTION CORE (1) 4" OPENING IN WEIR WALL. SYSTEM 2 IE: 952.50 #4 REBAR 12" O.C. EW SEE DETAIL FOR WEIR REINFORCEMENT @ WALL AND BASE INTEGRAL BASE OUTLET PIPE (SEE PLANS FOR MORE DETAIL) SYSTEM 2 IE: 951.50 RIM ELEVATION (SEE PLAN) WEIR ELEVATION SYSTEM 2 IE: 953.00 GROUT INFILL A A 12" PIPE FROM FES IE: 951.50 12"SECTION A-A NO SCALE 48" OUTLET CONTROL STRUCTURE - UNDERGROUND FLOW FLOW OCS SECTION B-B PLAN VIEW SEE PLANS FOR CASTING TYPE PRECAST MANHOLE SECTION CORE 10" OPENING IN WEIR WALL. SYSTEM 1 IE: 950.25 #4 REBAR 12" O.C. EW 24" PIPE FROM UNDERGROUND INFILTRATION SYSTEM SYSTEM 1 IE: 949.50 SEE DETAIL FOR WEIR REINFORCEMENT @ WALL AND BASE INTEGRAL BASE 24" PIPE (SEE PLANS FOR MORE DETAIL) SYSTEM 1 IE: 950.25 RIM ELEVATION (SEE PLAN) WEIR ELEVATION SYSTEM 1 IE: 952.25 GROUT INFILL A A SECTION A-A 10" ORIFICE ELEVATION ORIFACE INVERT SYSTEM 1: 950.25 VARIABLE 3" 64" 3" 5" 48" 48" 27" 16" 16" 4" ORIFICE ELEVATION ORIFACE INVERT SYSTEM 1: 952.50 AFFORDABLE MULTI FAMILY RESIDENTIAL 45'-3 1/8"62'-4"23'-5"98'-4"44'-5"355'-6"50'-3 5/8"25'-4 3/4"62'-4"162'-0"SURFACE PARKING 21 STALLS SURFACE PARKING 30 STALLS STORMWATER POND RETAINING WALL RAMP TO UNDERGROUND PARKING LARPENTEUR AVE WUNDERWOOD ST. COURTYARD128'-1 3/8"9'-0"18'-0"9'-0"9'-0"9'-0"ACCESSIBLE ROUTE9'-0"18'-0" GENERAL SITE NOTES: 1.DIMENSIONS AT EXTERIOR WALLS ARE TO OUTSIDE FACE OF SHEATHING 2. 3. 4. DIMENSIONS AT CMU ARE TO FACE OF CMU UNLESS OTHERWISE NOTED DIMENSIONS AT CAST-IN-PLACE CONCRETE WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED SITE NOTES AND FEATURES ARE SHOWN FOR REFERENCE. REFER TO CIVIL AND LANDSCAPE PLANS FOR DETAIL.© URBANWORKS ARCHITECTURE LLC, 2023901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 10.16.2023 10/16/2023 3:54:49 PMC:\!Revit Project Files\23-0013 A22 Central_lfrazierNZVSX.rvtLARPENTEUR AVE W / FALCON HEIGHTS, MN 5511310/16/2024 23-0013 SITE PLAN Author Checker ARCHITECTURAL SITE PLAN AL101BUHL - FALCON HEIGHTS 1/16" = 1'-0"AL101 ARCHITECTURAL SITE PLAN1 N GENERAL PLAN NOTES: 1.DIMENSIONS AT EXTERIOR WALLS ARE TO OUTSIDE FACE OF SHEATHING 2.DIMENSIONS AT INTERIOR WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 3.DIMENSIONS AT UNIT DEMISING ARE TO CENTERLINE OF WALLS 6.EXTEND ALL SHAFTS TO UNDERSIDE OF ROOF SHEATHING OR TOP OF ROOF PENETRATIONS WHERE APPLICABLE 8.ALL RESIDENTIAL DEMISING WALLS AT METAL STUD LOCATIONS ARE TYPE K3, K6, K6A, K8, K8A, AND K8B 1HR FIRE RATING, WITH ACOUSTIC RATING 10.ALL RESIDENTIAL CORRIDOR WALLS AT METAL STUD LOCATIONS ARE TYPE B6, 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 12.ALL UNITS ARE TYPE B ACCESSIBLE UNLESS OTHERWISE NOTED 13.MAINTAIN 8'-2" MIN. CLEAR HEIGHT AT PARKING AREAS INDICATED ON PLANS, ALL OTHER PARKING AREAS SHALL PROVIDE 7'-2" MIN. CLEAR HEIGHT 4.DIMENSIONS AT CMU ARE TO FACE OF CMU UNLESS OTHERWISE NOTED 7.NO PENETRATIONS OR OPENINGS ALLOWED IN SHAFT WALLS UNLESS THEY EXPRESSLY SERVE THE SHAFT 5.DIMENSIONS AT CAST-IN-PLACE CONCRETE WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 9.ALL RESIDENTIAL DEMISING WALLS AT WOOD STUD LOCATIONS ARE TYPE V3, V6, V6A, V8, V8A, AND V8B 1HR FIRE RATING, WITH ACOUSTIC RATING 11.ALL RESIDENTIAL CORRIDOR WALLS AT WOOD STUD LOCATIONS ARE TYPE W6, 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 14.PROVIDE WALL BLOCKING AT KITCHEN WALLS AND ALL BATHROOM LOCATIONS INDICATED ON SHEET AR000 KEYNOTES: 1 2 3 4 5 6 B D EA F G H I J K L M N OC A301 2 A301 1 A3013 A301 416'-0"28'-6"16'-0"12'-6"24'-0"60'-6"36'-6"97'-0"12'-1"24'-0"28'-6"28'-6"28'-6"28'-6"28'-6"28'-6"28'-6"28'-6"30'-0"17'-6"11'-0"16'-0"16'-0" 355'-6" PARKING 18'-0"24'-0"18'-0"18'-0"24'-0"18'-0"TYP.9'-0"TYP. 9'-0"62'-4"36'-0"WATER ELEC TRASH ELEV. LOBBY 62'-4"© URBANWORKS ARCHITECTURE LLC, 2023901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 10.16.2023 10/16/2023 3:54:44 PMC:\!Revit Project Files\23-0013 A22 Central_lfrazierNZVSX.rvtLARPENTEUR AVE W / FALCON HEIGHTS, MN 5511310/16/2024 23-0013 SITE PLAN Author Checker SUBLEVEL 1 - OVERALL PLAN A001.0BUHL - FALCON HEIGHTS Keynote Text 1/16" = 1'-0"A001.0 A001.0 -SUBLEVEL 1 PLAN -OVERALL1 N GENERAL PLAN NOTES: 1.DIMENSIONS AT EXTERIOR WALLS ARE TO OUTSIDE FACE OF SHEATHING 2.DIMENSIONS AT INTERIOR WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 3.DIMENSIONS AT UNIT DEMISING ARE TO CENTERLINE OF WALLS 6.EXTEND ALL SHAFTS TO UNDERSIDE OF ROOF SHEATHING OR TOP OF ROOF PENETRATIONS WHERE APPLICABLE 8.ALL RESIDENTIAL DEMISING WALLS AT METAL STUD LOCATIONS ARE TYPE K3, K6, K6A, K8, K8A, AND K8B 1HR FIRE RATING, WITH ACOUSTIC RATING 10.ALL RESIDENTIAL CORRIDOR WALLS AT METAL STUD LOCATIONS ARE TYPE B6, 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 12. ALL UNITS ARE TYPE B ACCESSIBLE UNLESS OTHERWISE NOTED 13.MAINTAIN 8'-2" MIN. CLEAR HEIGHT AT PARKING AREAS INDICATED ON PLANS, ALL OTHER PARKING AREAS SHALL PROVIDE 7'-2" MIN. CLEAR HEIGHT 4.DIMENSIONS AT CMU ARE TO FACE OF CMU UNLESS OTHERWISE NOTED 7.NO PENETRATIONS OR OPENINGS ALLOWED IN SHAFT WALLS UNLESS THEY EXPRESSLY SERVE THE SHAFT 5.DIMENSIONS AT CAST-IN-PLACE CONCRETE WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 9.ALL RESIDENTIAL DEMISING WALLS AT WOOD STUD LOCATIONS ARE TYPE V3, V6, V6A, V8, V8A, AND V8B 1HR FIRE RATING, WITH ACOUSTIC RATING 11.ALL RESIDENTIAL CORRIDOR WALLS AT WOOD STUD LOCATIONS ARE TYPE W6, 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 14.PROVIDE WALL BLOCKING AT KITCHEN WALLS AND ALL BATHROOM LOCATIONS INDICATED ON SHEET AR000 KEYNOTES: 1 2 3 4 5 6 B D EA F G H I J K L M N OC A301 2 A301 1 A3013 A301 4 884 SF 2 BR UNIT 120 539 SF 1 BR UNIT 118 885 SF 2 BR UNIT 116 885 SF 2 BR UNIT 115 539 SF 1 BR UNIT 117 535 SF 1 BR UNIT 113 535 SF 1 BR UNIT 114 885 SF 2 BR UNIT 112 885 SF 2 BR UNIT 111 539 SF 1 BR UNIT 109 539 SF 1 BR UNIT 107 537 SF 1 BR UNIT 105 537 SF 1 BR UNIT 103 887 SF 2 BR UNIT 101 893 SF 2 BR UNIT 102 537 SF 1 BR UNIT 104 537 SF 1 BR UNIT 106 539 SF 1 BR UNIT 108 539 SF 1 BR UNIT 110 159'-11 7/8"24'-10 1/4"170'-3 7/8"62'-0"36'-0"98'-0"62'-0" 355'-2" BIKE STORAGE 128 LAUNDRY 119 MECH 122 TRASH 123 ACTIVITY ROOM 129 AMENITY 121 AMENITY 125 MANAGEMENT OFFICE 126 MAIL RESIDENTIAL LOBBY MEETING ROOM 127 AMENITY 124 © URBANWORKS ARCHITECTURE LLC, 2023901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 10.16.2023 10/16/2023 3:54:45 PMC:\!Revit Project Files\23-0013 A22 Central_lfrazierNZVSX.rvtLARPENTEUR AVE W / FALCON HEIGHTS, MN 5511310/16/2024 23-0013 SITE PLAN Author Checker LEVEL 1 PLAN - OVERALL A101.0BUHL - FALCON HEIGHTS Keynote Text 1/16" = 1'-0"A101.0 A101.0 -LEVEL 1 PLAN -OVERALL1 N GENERAL PLAN NOTES: 1.DIMENSIONS AT EXTERIOR WALLS ARE TO OUTSIDE FACE OF SHEATHING 2.DIMENSIONS AT INTERIOR WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 3.DIMENSIONS AT UNIT DEMISING ARE TO CENTERLINE OF WALLS 6.EXTEND ALL SHAFTS TO UNDERSIDE OF ROOF SHEATHING OR TOP OF ROOF PENETRATIONS WHERE APPLICABLE 8.ALL RESIDENTIAL DEMISING WALLS AT METAL STUD LOCATIONS ARE TYPE K3, K6, K6A, K8, K8A, AND K8B 1HR FIRE RATING, WITH ACOUSTIC RATING 10.ALL RESIDENTIAL CORRIDOR WALLS AT METAL STUD LOCATIONS ARE TYPE B6, 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 12. ALL UNITS ARE TYPE B ACCESSIBLE UNLESS OTHERWISE NOTED 13.MAINTAIN 8'-2" MIN. CLEAR HEIGHT AT PARKING AREAS INDICATED ON PLANS, ALL OTHER PARKING AREAS SHALL PROVIDE 7'-2" MIN. CLEAR HEIGHT 4.DIMENSIONS AT CMU ARE TO FACE OF CMU UNLESS OTHERWISE NOTED 7.NO PENETRATIONS OR OPENINGS ALLOWED IN SHAFT WALLS UNLESS THEY EXPRESSLY SERVE THE SHAFT 5.DIMENSIONS AT CAST-IN-PLACE CONCRETE WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 9.ALL RESIDENTIAL DEMISING WALLS AT WOOD STUD LOCATIONS ARE TYPE V3, V6, V6A, V8, V8A, AND V8B 1HR FIRE RATING, WITH ACOUSTIC RATING 11.ALL RESIDENTIAL CORRIDOR WALLS AT WOOD STUD LOCATIONS ARE TYPE W6, 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 14.PROVIDE WALL BLOCKING AT KITCHEN WALLS AND ALL BATHROOM LOCATIONS INDICATED ON SHEET AR000 KEYNOTES: 1 2 3 4 5 6 B D EA F G H I J K L M N OC A301 2 A301 1 A3013 A301 4 884 SF 2 BR UNIT 220 62'-0"36'-0"62'-0" 887 SF 2 BR UNIT 226 891 SF 2 BR UNIT 227 885 SF 2 BR UNIT 225 887 SF 2 BR UNIT 224 521 SF 1 BR UNIT 223 539 SF 1 BR UNIT 222 539 SF 1 BR UNIT 221 539 SF 1 BR UNIT 217 539 SF 1 BR UNIT 218 885 SF 2 BR UNIT 216 885 SF 2 BR UNIT 215 535 SF 1 BR UNIT 214 535 SF 1 BR UNIT 213 885 SF 2 BR UNIT 212 885 SF 2 BR UNIT 211 539 SF 1 BR UNIT 210 539 SF 1 BR UNIT 209 539 SF 1 BR UNIT 208 539 SF 1 BR UNIT 207 537 SF 1 BR UNIT 206 537 SF 1 BR UNIT 205 537 SF 1 BR UNIT 204 537 SF 1 BR UNIT 203 893 SF 2 BR UNIT 202 887 SF 2 BR UNIT 201 TRASH 231 LAUNDRY 229 355'-2"98'-0"ELEV. LOBBY 228 539 SF 1 BR UNIT 219 MECH 230 © URBANWORKS ARCHITECTURE LLC, 2023901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 10.16.2023 10/16/2023 3:54:47 PMC:\!Revit Project Files\23-0013 A22 Central_lfrazierNZVSX.rvtLARPENTEUR AVE W / FALCON HEIGHTS, MN 5511310/16/2024 23-0013 SITE PLAN Author Checker LEVEL 2 PLAN - OVERALL A102.0BUHL - FALCON HEIGHTS Keynote Text 1/16" = 1'-0"A102.0 LEVEL 2 -4 PLAN -OVERALL1 N REFER TO G005 AND G006 FOR ADDITIONAL EXTERIOR MATERIAL KEYNOTE INFORMATION 2.REFER TO SPECIFICAITON FOR DETAILED EXTERIOR MATERIAL INFORMATION GENERAL EXTERIOR NOTES: 1. KEYNOTES: LEVEL 1 957'-3" LEVEL 2 970'-8 7/8" ROOF 999'-2 1/2" SUBLEVEL 1 947'-3" LEVEL 3 980'-2 3/4" LEVEL 4 989'-8 5/8" BDE AFGHIJKLMNO LEVEL 1.1 961'-3" C [MET-PANEL-1][WDW-FG][BRICK-1][MET-PANEL-1][BRICK-1][CMU-1][MET-PANEL-1][BRICK-1][MET-PANEL-1][WDW-FG][MET-PANEL-1][CMU-1][AFS-SF-1][BRICK-1][DR-OVHD-SEC]AVG GRADE 956'-1 3/4"41'-11 1/2"43'-0 3/4"LEVEL 1 957'-3" LEVEL 2 970'-8 7/8" ROOF 999'-2 1/2" SUBLEVEL 1 947'-3" LEVEL 3 980'-2 3/4" LEVEL 4 989'-8 5/8" 123456 LEVEL 1.1 961'-3"[MET-PANEL-1][WDW-FG][BRICK-1][AFS-SF-1][AFS-SF-1][MET-PANEL-1][WDW-FG]AVG GRADE 956'-1 3/4"43'-0 3/4"41'-11 1/2"LEVEL 1 957'-3" LEVEL 2 970'-8 7/8" ROOF 999'-2 1/2" SUBLEVEL 1 947'-3" LEVEL 3 980'-2 3/4" LEVEL 4 989'-8 5/8" 1 2 3 4 LEVEL 1.1 961'-3"[CMU-1][MET-PANEL-1][WDW-FG]AVG GRADE 956'-1 3/4"43'-0 3/4"41'-11 1/2"LEVEL 1 957'-3" LEVEL 2 970'-8 7/8" ROOF 999'-2 1/2" SUBLEVEL 1 947'-3" LEVEL 3 980'-2 3/4" LEVEL 4 989'-8 5/8" B D EA F G H I J K L M N O LEVEL 1.1 961'-3" C [BRICK-1][WDW-FG][MET-PANEL-1][CMU-1][BRICK-1][MET-PANEL-1][WDW-FG][WDW-FG]AVG GRADE 956'-1 3/4"43'-0 3/4"41'-11 1/2"© URBANWORKS ARCHITECTURE LLC, 2023901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 10.16.2023 10/16/2023 3:54:48 PMC:\!Revit Project Files\23-0013 A22 Central_lfrazierNZVSX.rvtLARPENTEUR AVE W / FALCON HEIGHTS, MN 5511310/16/2024 23-0013 SITE PLAN Author Checker BUILDING ELEVATIONS A301BUHL - FALCON HEIGHTS Keynote Text [AFS-SF-1] (08 41 13) ALUMINUM-FRAMED STOREFRONT, EXTERIOR APPLICATION, THERMALLY-BROKEN; CROSS-SECTION DIMENSIONS: 2" X 4.5"; FINISH: ANODIZED; COLOR: BLACK; GLAZING METHOD: CAPTURED PERIMETER, SSG INTERIOR [BRICK-1] (04 20 01) BRICK MASONRY VENEER, FINISH 1 [CMU-1] (04 27 31) REINFORCED CONCRETE UNIT MASONRY, BURNISHED FINISH [DR-OVHD-SEC] (08 36 13) OVERHEAD SECTIONAL DOOR [MET-PANEL-1] (07 42 00.01) METAL WALL PANEL, RIBBED [WDW-FG] (08 54 13) FIBERGLASS WINDOW, COLOR: BLACK 1/16" = 1'-0"A301 EXTERIOR ELEVATION -EAST1 1/16" = 1'-0"A301 EXTERIOR ELEVATION -NORTH2 1/16" = 1'-0"A301 EXTERIOR ELEVATION -SOUTH3 1/16" = 1'-0"A301 EXTERIOR ELEVATION -WEST4 © URBANWORKS ARCHITECTURE LLC, 2023901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 10.16.2023 10/16/2023 3:54:48 PMC:\!Revit Project Files\23-0013 A22 Central_lfrazierNZVSX.rvtLARPENTEUR AVE W / FALCON HEIGHTS, MN 5511310/16/2024 23-0013 SITE PLAN Author Checker BUILDING AXONOMETRIC VIEW A351BUHL - FALCON HEIGHTS VIEW LOOKING SOUTH VIEW LOOKING SOUTHEAST © URBANWORKS ARCHITECTURE LLC, 2023901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 10.16.2023 10/16/2023 3:54:48 PMC:\!Revit Project Files\23-0013 A22 Central_lfrazierNZVSX.rvtLARPENTEUR AVE W / FALCON HEIGHTS, MN 5511310/16/2024 23-0013 SITE PLAN Author Checker BUILDING AXONOMETRIC VIEW A352BUHL - FALCON HEIGHTS VIEW LOOKING SOUTHWEST VIEW LOOKING WEST CITY OF FALCON HEIGHTS, MINNESOTA PUBLIC HEARING NOTICE NOTICE IS HEREBY GIVEN, that the Planning Commission at its regular meeting at 7:00 p.m. on October 24, 2023, in the City Hall Council Chambers, 2077 W. Larpenteur Ave, will hold a public hearing to consider the application of Buhl Larpenteur West LLC for a Planned Unit Development (PUD) for 100 apartment units located directly to the west of the current Amber Union PUD. The application and other planning documents will be available upon request no later than October 20, 2023. It will also be available on the City’s website at www.falconheights.org. If you have any questions regarding the public hearing, please contact Hannah Lynch, Community Development Coordinator at (651) 792-7613 or hannah.b.lynch@falconheights.org. Dated: October 13, 2023 Hannah B. Lynch, Community Development Coordinator City of Falcon Heights, Minnesota CITY of FALCON HEIGHTS PUBLIC HEARING NOTICE Notice is hereby given that the Planning Commission at its regular meeting at 7:00 p.m. on October 24, 2023, in the City Hall Council Chambers, 2077 W. Larpenteur Ave, will hold a public hearing to consider the application of Buhl Larpenteur West LLC for a Planned Unit Development (PUD) for 100 apartment units located directly to the west of the current Amber Union PUD. The application and other planning documents will be available upon request no later than October 20, 2023. It will also be available on the City’s website. If you have any questions regarding the public hearing, please contact Hannah Lynch, Community Development Coordinator at (651) 792-7613 or hannah.b.lynch@falconheights.org. AFFIDAVIT OF PUBLICATION STATE OF MINNESOTA COUNTY OF RAMSEY 1 | P a g e Kayla Tsuchiya, being duly sworn on oath, says: that she is, and during all times herein state has been, Inside Sales Representative of Northwest Publication, LLC., Publisher of the newspaper known as the Saint Paul Pioneer Press, a newspaper of General circulation within the City of St. Paul and the surrounding Counties of Minnesota and Wisconsin including Ramsey and Kanabec. That the notice hereto attached was cut from the columns of said newspaper and was printed and published therein on the following date(s): Saturday, October 14, 2023 Newspaper Ref./AD Number#:_71509437_ Client/Advertiser:_City of Falcon Heights _______________________________________ AFFIANT SIGNATURE Subscribed and sworn to before me this 16th day of October, 2023 True Lee _______________________________________ NOTARY PUBLIC Ramsey County, MN My commission expires January 31, 2025 October 13, 2023 Dear Resident: You are cordially invited to a public hearing before the Falcon Heights Planning Commission for the purpose of taking public comment regarding a Planned Unit Development (PUD) for a building with 100 apartments to be located directly to the west of Amber Union apartments. The location of this development is PIN 212923110029 and PIN 212923110028, to the west of Amber Union apartments with a driveway along Larpenteur Avenue West. The plan will include 100 residential apartments, consisting of a mix of 1- and 2- bedroom units, with surface and sublevel parking. The Planning Commission will meet and hold a Public Hearing on these matters on Tuesday, October 24, 2023 at 7:00 PM at Falcon Heights City Hall, 2077 Larpenteur Avenue West, Falcon Heights, MN 55113. During the meeting on Tuesday, October 24, city staff will present information regarding the PUD. The Planning Commission will also hear public comment and discuss before making a recommendation to City Council. The application and other planning documents will be available upon request no later than October 20, 2023. It will be also be available on the City’s website. If you have questions or comments before the hearing, you may contact City Hall at 651-792-7600 or myself directly at hannah.b.lynch@falconheights.org. Sincerely, Hannah B. Lynch City of Falcon Heights Community Development Coordinator Sec. 113-35 - Amendments (a) Initiation of amendments. An amendment to this chapter may be initiated by the city council, the planning commission, or by petition of a property owner whose property would be affected by the proposed amendment. (b) Application for amendment. All applications for amendments initiated by a property owner shall be filed with the zoning administrator on an official application form. The application shall be accompanied by a fee established by city council resolution and a cash escrow, in an amount determined by the zoning administrator, to reimburse the city for all out-of-pocket costs the city may incur in reviewing the application. When the amendment involves the changing of zoning district boundaries, the application shall be accompanied by an abstractor's certified property certificate listing the property owners within 350 feet of the boundaries of the property to which the amendment relates. (c) Public hearing. When a proposed amendment to this chapter has been properly initiated, the city clerk shall call a public hearing before the planning commission. A notice of the time, place, and purpose of the hearing shall be published in the city's official newspaper at least ten days prior to the hearing. When an amendment involves changes in district boundaries affecting an area of five acres or less, a similar notice shall be mailed at least ten days before the date of the hearing to each owner of affected property and property situated wholly or partly within 350 feet of the property to which the amendment relates. The failure to give mailed notice to individual property owners, or defects in the notice shall not invalidate the proceeding, provided a bona fide attempt to comply has been made. The planning commission shall conduct the hearing and make a recommendation to the city council. (d) Action by city council. The city council shall not act upon a proposed amendment until it has received the recommendation of the planning commission or until 60 days after the first regular planning commission meeting at which the proposed amendment was considered. (e) Consistency with comprehensive plan. No amendment to this chapter shall be adopted which is in conflict with the city's comprehensive plan. (f) Time deadline; approval requirements. Pursuant to Minn. Stats. § 15.99, an application for an amendment must be approved or denied within 60 days from the date a properly completed application is received by the city unless the time period is waived by the applicant or extended as provided by statute. Approval of an amendment shall require a majority vote of all the members of the city council. Amendments which change all or part of the existing classification of a zoning district from residential to either commercial or industrial require a two-thirds majority vote of all members of city council. (Code 1993, § 9-15.05; Ord. No. 97-06, § 1, 9-24-1997) State Law reference – Amendments, Minn. Stats. § 462.357, subds. 2 – 4.