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HomeMy WebLinkAboutJesuit Full Packet STAFF REPORT DATE: 11/14/22 REGULAR ITEM#: 4b – PUBLIC HEARING MOTION TO: Planning Commission FROM: Ben Hetzel, Lake Elmo City Planner AGENDA ITEM: 8243 Demontreville Trail N Conditional Use Permit INTRODUCTION: The Jesuit Retreat House recently submitted a conditional use permit application to amend an existing conditional use permit to allow the construction of a 10 person guest house at 8243 Demontreville Trail N (PID 0402921340004) with a building footprint of 5,555 square feet. Each guest room will have a full bathroom and the guest house is proposed directly northeast of the existing main building. The existing main building houses a dining room, kitchen, chapel, offices and meeting space. The applicant has indicated that the long term goal is to complete the proposed guest house and renovate existing guest homes to decrease the number of guest rooms and increase the number of toilets. As per the applicant, the additional guest house will not increase the capacity of the site long term. Some rooms in existing guest houses will be eliminated, then accounted for in the new guest house. History The Jesuit Retreat House property is located on the eastern shore of Lake Demontreville, and the Retreat House owns approximately 103.3 acres that house various facilities. The property is used as a retreat center for men and provides activities such as religious services, counseling, and meals. The use for the property is considered a religious institution. Religious Institutions means establishments that are intended to primarily provide meeting areas for religious activities. Accessory uses include Sunday school facilities, parking, caretaker’s housing, and group living facilities such as convents. Examples include churches, temples, synagogues, and mosques. Resolution No. 2011-018 was granted by the City on May 3, 2011 approving a conditional use permit amendment to allow the construction of an earth-sheltered maintenance shop and greenhouse. Prior to 2011, City staff determined that the use predated the City’s zoning ordinance at the time and any expansion would require a conditional use permit in order to be permitted onsite. It was determined that the proper procedure would be to review any expansion or alterations on the site as though a conditional use permit was previously granted, therefore the applicant was granted a conditional use permit amendment. The site was found to have a maximum capacity of 73 men based upon the number of rooms available at the time. 2 ISSUE BEFORE PLANNING COMMISSION: The Planning Commission is being asked to hold a public hearing, review, and make a recommendation on the requests to approve a conditional use permit amendment to construct a 10 person guest house. REQUEST DETAILS/ANALYSIS: Applicants: Jesuit Retreat House Property Owner: Jesuit Retreat House Location: 8243 Demontreville Trail N Request: Conditional Use Permit amendment for the construction of a 10 person guest house. Site Area: Subject Parcel is 9.6 Acres. Jesuit Retreat House Owns 103.3 total acres. Existing Land Use: Large commercial building under construction Existing Zoning: Public Facilities Surrounding: Public Facilities Comprehensive Plan: Institutional Deadline for Action: Application Complete – 10/26/22 60 Day Deadline – 12/26/22 Extension Letter – NA Regulations: Article XVI Public and Semi-Public Districts Article XIX Shoreland Management Overlay District Religious Institutions According to Article XVI Public and Semi-Public Districts of the Lake Elmo City code, a religious institution shall be evaluated based on the standards and criteria set forth in LEC 105.12.290 for conditional use permits and provided that the specific use standards below are met. a) Direct access is provided to a public street classified by the comprehensive plan as a major collector or arterial. Demontreville Trail N is classified as a major collector street in the 2040 Comprehensive Plan. b) No use may exceed 235 gallons of wastewater generation per day per net acre of land. The maximum allowable wastewater amount generated is 24,275.5 gallons per day. The site currently generates 1,714 gallons per day. An additional guest house will not increase the generated wastewater to the maximum amount. The guest capacity is not intended to increase long term. c) No on-site sewer system shall be designed to handle more than 5,000 gallons per day. The proposal indicates that the future guest house will be connected to an existing inactive sewage system known as Keegan System 2. Keegan System 2 has been inactive since 2016. The applicant has indicated that there are a total of four existing sewer systems onsite and none of them exceed 5,000 gallons per day. 3 d) Exterior athletic fields shall not include spectator seating, public address facilities or lighting. There are no existing or proposed athletic fields on this site. e) No freestanding broadcast or telecast antennas are permitted. No broadcast dish or antenna shall extend more than six feet above or beyond the principal structure. There are no existing or proposed broadcast or telecast antennas on this site. Onsite Sewage Treatment Systems The applicant has indicated that there are four individual septic systems onsite with the following capacities. City staff recommends receiving written confirmation from the sewage treatment system permitting authority the existing system is functional and sized appropriately for the proposed guest house. 1) Manresa System: 450 gallons/day 2) Regis System: 1,500 gallons/day 3) Keegan System 1: 2,100 gallons/day 4) Keegan System 2: 1,225 gallons/day Primary Exterior Surfacing Exterior surfacing of structures shall be limited to natural brick, stone, or glass within the Public and Semi Public districts according to City code. Primary exterior surface is defined as not less than 70 percent of the sum of the area of all exterior walls of a structure nominally perpendicular to the ground. The exterior of the proposed guest house was designed in manner to match the exterior of the existing main building, which is primarily made up natural brick. The proposed building materials are shown below. 4 Parking Religious institutions require one space for each permanent and temporary four seats based on the design capacity of the main assembly hall. Additional parking has not been proposed as this proposal does not involve an increase to the capacity of a main assembly hall. The capacity of guests onsite is not increasing long term. Guest Room Count Currently, there are six buildings on the property that contain guest rooms. There would be a total of seven upon completion of the proposed guest house. Below shows the current room counts per existing building and post room counts once the new guest house is completed and old guest house renovations are completed. Building Name Current Room Count After Renovations Manresa 18 16 Regis 17 14 Campion 13 10 Loyola 11 10 Bellarmine 8 7 Xavier 5 6 Total 72 63 +10 rooms for the new guest house, the total would be 73 guest rooms upon completing existing guest house renovations and new guest house. REVIEW COMMENTS City Engineer The City should consider the potential impacts to the facility’s private wastewater drain field system. It is therefore recommended that the city obtain from the applicant written documentation from the drainfield permitting authority that no expansion is necessary. Fire Department (Memo dated 10/31/22) 1. Roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. 2. An approved signage and marking plan shall be determined for all No Parking and Fire Lane Access. 3. Fire hydrants shall be provided in approved locations. 4. Building address numbers and name shall be plainly visible from the street fronting the property. 5. A Fire Department lock box is required for emergency access to the building at an approved location. 6. The fire sprinkler system shall be installed compliantly with code. 7. Fire department sprinkler connection locations to be approved prior to install. 8. The fire alarm system shall be installed compliantly. 9. The sprinkler system shall be property monitored. 10. Install emergency egress illumination in the means of egress. 11. Install compliant exit signage. 5 12. Install dry chemical fire extinguishers certified for service and tagged as required. 13. Rooms containing controls for air conditioning systems, roof access, elevator equipment, sprinkler risers and valves, or other fire detection, suppression or control elements shall be identified for the use of the fire department. Landscape Architect (Memo dated 10/31/22) 1. The applicant has demonstrated that a mitigation for a tree preservation plan is not needed as the overall site is wooded beyond those surveyed on the plan, thus does not exceed to 30% removal and replacement threshold. 2. A landscape plan has been submitted but does not meet all code requirements. RECCOMMENDED CONDITIONAL USE FINDINGS Conditional use means a land use or development as defined by ordinance that would not be appropriate generally but may be allowed with appropriate restrictions as provided by official controls only upon a finding that all of the following provisions are met. Staff recommends the following findings: 1. The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The proposed use will not endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the City. The existing use has been onsite for over 70 years. An additional guest house is consistent with the continued use. 2. The use or development conforms to the City of Lake Elmo Comprehensive Plan. The site is already zoned in conformance with the comprehensive plan. 3. The use or development is compatible with the existing neighborhood. The proposed use is compatible with the existing neighborhood. Surrounding parcels are owned by the Jesuit Retreat House or used for similar religious purposes. 4. The proposed use meets all specific development standards for such use listed in the Zoning Code. The use meets all the specific development standards for a religious institution set forth in LEC 105.12.970(b)(2). 5. If the proposed use is in a flood plain management or shoreland area, the proposed use meets all the specific standards for such use listed in Article XIX (Shoreland Management) and Title 100 (Flood Plain Management). The proposed use is within a Shoreland Management District and meets all the specific standards in Article XIX. 6. The proposed use will be designed, constructed, operated, and maintained so as to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The design of the proposed structure is intended to match the appearance and character of the existing nearby main building. 7. The proposed use will not be hazardous or create a nuisance as defined under this Chapter to existing or future neighboring structures. The use is not hazardous and will not create a nuisance. 6 8. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The proposed use will be served adequately by essential public facilities and services such as streets, police and fire protection, drainage structures, and refuse disposal. The proposed structure will be served by a private well and sewer system. 9. The proposed use will not create excessive additional requirements at public cost for public facilities and services and will not be detrimental to the economic welfare of the community. The proposed use will not create excessive additional requirements at a public cost. 10. The proposed use will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed structure is for an existing established use that will not produce excessive traffic, noise, fumes, glare, or odors. 11. Vehicular approaches to the property, where present, will not create traffic congestion or interfere with traffic on surrounding public thoroughfares. The proposed structure will not create traffic congestion or interfere with traffic on surrounding public thoroughfares. The main access point onto Demontreville Trail N is approximately 0.3 miles away along a private driveway. The long driveway reduces the chances for traffic congestion on public thoroughfares. 12. The proposed use will not result in the destruction, loss, or damage of a natural or scenic feature of major importance. The use will not result in the destruction, loss, or damage of a natural or scenic feature of major importance. FISCAL IMPACT: None RECOMMENDED CONDITIONS OF APPROVAL: 1. The applicant must obtain all other necessary City, State, and other governing body permits and approvals prior to the commencement of any construction activity onsite. 2. All recommendations in the Landscape Architect’s memorandum dated 10/31/22 shall be met prior to any construction activity. 3. All conditions in the Fire Chief’s memorandum dated 10/31/22 must be met prior to any construction activity. 4. The applicant shall provide the City written documentation from the sewage treatment system permitting authority that the existing drainfield is functional and sized appropriately for the proposed guest house prior to any construction activity. 5. The maximum guest capacity shall be limited to 73 individuals. Any increase in the maximum number of guest shall require approval from the City of Lake Elmo. 6. If the applicant has not taken action toward starting the guest house or if substantial construction of the guest house has not taken place within 12 months of the City’s approval of the conditional use permit, the CUP approval shall become void. The applicant may request City Council approval of a time extension to start or implement the conditional use permit. 7 PUBLIC COMMENT: A public hearing notice was sent to surrounding property owners on November 2, 2022 and published in the Stillwater Gazette on November 4, 2022. Staff has received any public comments at this time. OPTIONS: The Planning Commission may:  Recommend approval of the requests.  Recommend approval of the requests with conditions.  Recommend denial of the requests, citing findings of fact for denial. RECOMMENDATION: Staff recommends that the Planning Commission recommend approval of the conditional use permit amendment to construct a 10 person guest house at 8243 Demtreville Trail N. “Motion to recommend approval of the request from the Jesuit Retreat House to amend a conditional use permit to allow the construction of a 10 person guest house at 8243 Demontreville Trail N.” ATTACHMENTS: 1) Land Use Applications 2) Written Statements 3) Location Map 4) Plan Set 5) Exterior Building Material Picture 6) Existing main building picture 7) City Engineer Email Dated October 21, 2022 8) Fire Department Memo dated October 31, 2022 9) Landscape Architect Memo dated October 31, 2022 Date Received: Received By: Permit #: 651-747-3900 3880 LaverneAvenue North Lake Elmo, MN 55042 LAND USE APPLICATION □Comprehensive Plan □Zoning District Amend □Zoning Text Amend □Variance*(see below) □Zoning Appeal □ Conditional Use Permit (C.U.P.) □Flood Plain C.U.P. □ Interim Use Permit (I.U.P.) □Excavating/Grading □ Lot Line Adjustment □ Minor Subdivision □ Residential Subdivision Sketch/Concept Plan □PUD Concept Plan □PUD Preliminary Plan □PUD Final Plan □ Wireless Communications Applicant: Address: Phone # Email Address: Property Owner: Address: Phone # Email Address: Property Address: PID#: Detailed Reason for Request: *Variance Requests: As outlined in Section 301.060 C. of the Lake Elmo Municipal Code, the applicant must demonstrate practical difficulties before a variance can be granted. The practical difficulties related to this application are as follows: In signing this application, I hereby acknowledge that I have read and fully understand the applicable provisions of the Zoning ordinance and current administrative procedures. I further acknowledge the fee explanation as outlined in the application procedures and hereby agree to pay all statements received from the City pertaining to additional application expense. Signature of applicant: Date: Signature of property owner: Date: X Demontreville Jesuit Retreat House: Fr. Tom Lawler 8243 Demontreville Trail N.651-777-1311 tlawler@jesuits.org Demontreville Jesuit Retreat House: Fr. Tom Lawler 8243 Demontreville Trail N.651-777-1311tlawler@jesuits.org 8243 Demontreville Trail N. 04.029.21.34.0001, 0002, 0003, 0004 The Demontreville Jesuit Retreat House is requesting an amendment to the existing Conditional Use Permit in order to construct a new 10 unit retreat guest house on the property. The intent is tomaintain the existing number of retreat guests who attend the property and the number of rooms. Once this structure iscomplete, renovations in the existing homes will start to reduce the number of retreat guest rooms to improve the guestexperience by reducing the number of rooms and adding addition toilet/shower facilities in each building. As we understand the Municipal Code, no variances will be required to complete this work. Ben Hetzelbhetzel@lakeelmo.org 10/14/2022 10/14/2022 ***See attached Narrative for non-checked items PLANNING ARCHITECTURE ENGINEERING INTERIORS LEO A DALY 730 Second Avenue South Suite 1300 Minneapolis, MN 55402-2406 612.338.8741 leoadaly.com October 26, 2022 City of Lake Elmo RE: Demontreville Jesuit Retreat House: A New Retreatant House 8243 Demontreville Trail N. Lake Elmo, MN 55042-9546 To City Planning Staff 2a: Contact Information: Owner: Fr. Tom Lawler DeMontreville Jesuit Retreat House 8243 Demontreville Trail N Lake Elmo, MN 55402 tlawler@jesuits.org 651-777-1311 Architect: LEO A DALY Michael Nelson 730 Second Avenue South Ste. 1300 Minneapolis, MN 55402 Mrnelson@leoadaly.com 612-341-9521 d 612-414-4570 c Civil Engineer, Surveyor & Landscaping: Loucks Associates Jon Knutson, EIT 73200 Hemlock Ln N #300 Maple Grove, MN 55369 JKnutson@louckinc.com 763-496-6757 Mechanical, Electrical, Plumbing & Structural Engineering: Paulson & Clark Engineering John Paul Gille (Representative) 2352 E. County Road J White Bear Lake, MN 55110 651-407-6056, ext. 207 jpgille@paulsonclark.com LEO A DALY October 26, 2022 City of Lake Elmo Page 2 2b: Site Data: Demontreville Jesuit Retreat House 8243 Demontreville Trail N. Lake Elmo, 55042-9546 Parcels that constitute the overall site: 04.029.21.24.0002: 3.630 Acres PT OF SE1/4 OF NW 1/4 BEG AT SE CRN SD 1/4 1/4 THEN N ALONG E LINE THEREOF 270.1 FT THEN DEFLECT TO L AT ANG 83 DEG. 46' & W'LY 493 FT TO INTERSECT WITH CENT LINE CO RD 13 THEN SW'LY ALONG SD CENT LINE CO RD 13 FOR 330 FT M/L TO INTERSECT WITH S LINE SD 1/4 1/4 THEN E ALONG SD S LINE 615FT TO PT BEG SECTION 04 TOWNSHIP 029 RANGE 021 04.029.21.31.0001: 29.140 Acres GOV LOT 3 & 4 & W1/2 OF SE1/4 EXC S 30.06AC BEING S 688 FT OF BOTH SD LOT 4 & W1/2 OF SE1/4 SD SEC ALSO EXC PT GOV LOT 4 CONT 4.8 AC & ALSO EXC PT GOV LOT 3 7.77 AC DESC IN BK 131 OF DEEDS PG 437 SECTION 04 TOWNSHIP 029 RANGE 021 04.029.21.31.0002: 6.590 Acres PT OF GOV LOT 3 BEG AT THE INTERSECTION OF THE WEST LINE OF SD GOV LOT 3 & S'LY LINE OF WASH CO HWY C & RUN ELY ALONG SD SLY LINE OF SD HWY 169.5 FT THENCE S 56 DEG. EAST 105.3 FT THENCE S 69 DEG 30' E 291 FT THENCE S 50DEG E 80.8 FT THENCE S 37 DEG. 30' E 384 FT THENCE SOUTH 58 DEG W 203.54 FT THENCE SOUTH 76 DEG. W 240 FT M/L TO SHORE OF LAKE DEMONTREVILLE THENCE WLY ALONG SD SHORE OF LAKE DEMONTREVILLE TO WLY LINE OF SD GOV LOT 3 THENCE NLY ALONG SD WLY LINE OF SD GOV LOT 3 TO PT OF BEG SECTION 04 TOWNSHIP 029 RANGE 021 04.029.21.32.0003: 1.440 Acres LOT A SUBDIVISIONCD 37680 SUBDIVISIONNAME RLS #91 04.029.21.34.0004: 9.635 Acres: Parcel project is located on ALL THAT PART OF GOVERNMENT LOT 4, SECTION 4, TOWNSHIP 29 NORTH, RANGE 21 WEST, LYING NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER (SW ¼ - SE ¼) OF SAID SECTION 4, SAID POINT BEING 688 FEET NORTH OF THE SOUTH LINE OF SECTION 4; THENCE RUNNING WEST AND PARALLEL WITH THE SOUTH LINE OF SECTION 4, A DISTANCE OF 1354.5 FEET TO AN IRON PIPE MONUMENT; THENCE CONTINUING WEST ALONG SAID PARALLEL LINE TO THE SHORE LEO A DALY October 26, 2022 City of Lake Elmo Page 3 OF LAKE DEMONTREVILLE. SUBJECT TO ANY RIGHT-OF-WAY DESCRIBED IN BOOK 60 OF DEEDS, PAGE 196, AND IN BOOK 72 OF DEEDS, PAGE 80, AND IN BOOK 139 OF DEEDS, PAGE 116. ALSO, ANY INTEREST IN AND TO THE LAND AND RIGHT-OF-WAY DESCRIBED IN THAT CERTAIN 99 YEAR LEASE RECORDED NOVEMBER 10, 1938 WITH THE REGISTER OF DEEDS IN BOOK T OF BONDS, PAGE 421. SECTION 04 TOWNSHIP 029 RANGE 021 04.029.21.42.0001: 57.949 Acres W1/2-SE1/4 EXC S 688 FT THEREOF & EXC 04.029.21.43.0001 SECTION 04 TOWNSHIP 029 RANGE 021 04.029.21.44.0014: 1.540 Acres SUBDIVISIONNAME SPRINGBORN'S GREEN ACRES 2ND ADD LOT 4 BLOCK 1 SUBDIVISIONCD 37740 2c: Site History: The site has been home to the Demontreville Jesuit Retreat House for the past 70 years and it is intended to maintain that function for the foreseeable future. Previous to the Retreat House, the property was private family property. The site fronts Lake Demontreville and consists of several structures that support the purpose of the Retreat House, including guest houses, the main building which houses a dining room & kitchen, chapel, offices and other meeting spaces. The building being proposed for this project is a new guest home across from the main building and will hold 10 guest rooms, each with a full bathroom. This is the first step in a longer-term project for the site to renovate the existing guest homes to decrease the number of guest rooms and increase the number of toilets so it is closer to 1 to 1, which has been a consistent request of guests attending retreats on the site and increase ADA accessibility. 2c: LEO A DALY had one phone/video call with Ben Hetzel on October 03, 2022 to introduce the project to the city. - LEO A DALY had 3 emails with city planning staff on 10/03, 10/12, and 10/13 2d. The use is consistent with the existing function of the property and is designed to allow the Retreat House to begin work in the other guest home which will be submitted under separate cover. 2d. Traffic will not change due to this project. Adjacent natural areas will not be impacted by this project, and adjacent properties will not be impacted by this project as it is located at the center of the property, well away from property boundaries. 2d. The number of attendees, employees, hours of operation will not change. LEO A DALY October 26, 2022 City of Lake Elmo Page 4 2d. The current development schedule is to begin construction in the spring of 2023 and conclude construction either late 2023 or early 2024. Commencement of construction will depend on project funding. 2e.i: As the project is being added to support the existing function of the site, with no increase in traffic or employees, it is believed that the project will not be detrimental to, or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the City. 2e.ii: This project conforms to the City of Lake Elmo Comprehensive Plan. 2e.iii: The use of the property is consistent with and compatible with the existing neighborhood. 2e.iv: The proposed project meets all specific development standards for such use listed in Article 7 of the Zoning Code. 2e.v: It is understood that this project is not in a flood plain or shoreland area. 2e.vi: The proposed use will be designed, constructed, operated and maintained so as to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of the area. 2e.vii: The proposed use will not be hazardous or create a nuisance as defined by the zoning code to existing or future neighboring structures. 2e.viii: The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. 2e.ix: The proposed use will not create excessive additional requirements at public cost for public facilities and services and will not be detrimental to the economic welfare of the community. 2e.x: The proposed use will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare or odors. 2e.xi: Vehicular approaches to the property, where present, will not create traffic congestion or interfere with traffic on surrounding public thoroughfares. LEO A DALY October 26, 2022 City of Lake Elmo Page 5 2e.xii: The proposed use will not result in the destruction, loss or damage of a natural or scenic feature of major importance. CUP Application Packet Comments: Items not checked off are not included in the scope of this project o Survey: Project site is located centrally to the site and more than 200’ from any property boundary so no existing property boundaries area represented on the survey completed for this scope of work. To this same point, set backs are not indicated on these plans. o Project site area is not located adjacent to a Public Right-of-Way, and the current interface with the Public Right-of-Way is not included in this scope of work. o No new drain field is needed for this project o Site boundary is existing and is not being modified for this scope of work. o There are no bluffs o Parking is not changing and the required number of spaces is not changing due to this scope of work and is not represented on the Survey. Submitted Questions from email dated 10/17/22 Maximum Capacity: Temporarily the site will have added capacity. This is the first step needed to renovate existing guest rooms. Once this building is complete, renovations to the other guest rooms will commence, which will bring the room capacity back down to its current level. Beyond the guest rooms, there are other constraints that will constrain occupant growth including size of chapel and size of dining room, which are all sized to accommodate the current capacity. Septic System: as the intent is to maintain current site capacities, the capacity of the existing drain field does not need to increase. The septic system on site consists of 4 separate drain field systems, none of which exceed 5000 GPD. - Manresa System: 450 GPD - Regis System: 1,500 GPD - Keegan System 1: 2,100 GPD - Keegan System 2: 1,225 GPD (system being utilized for this project) The section of the septic system that is closest to the new project (Keegan System 2) has not been used since 2016 as other sections of the system could accommodate the flows. LEO A DALY October 26, 2022 City of Lake Elmo Page 6 Required Standards for Religious Institutions: 1. Access to the site has not changed due to this project. The site has direct access to Demontreville Trail N. which is noted as a Major Collector in the comprehensive plan, which is then connected to Highway 36, a Principal Arterial. 2. Wastewater Generation: To the standard of no more than 235 gallons per day per net acre of land, as the site is 103.3 acres, the allowable wastewater amount would be 23,275.5 GPD. The site generates an estimated 1,714 GDP based on water meter calculations. 3. On site sewer system: Site has 4 separate systems, designed capacities noted in previous section. 4. There are no exterior athletic fields part of this project or are existing on site. 5. No freestanding broadcast or telecast antennas are part of this project. No additional broadcast dish or antenna are part of this project. Sincerely, LEO A DALY Michael R. Nelson, AIA, NCARB, LEED AP Senior Project Manager mrnelson@leoadaly.com Demontreville Jesuit Retreat House 8243 Demontreville Trail N Lake Elmo, MN 55042-9545 Phone: 651-777-1311 E-mail: hello@demontrevilleretreat.com www.demontrevilleretreat.com SERVING THE TWIN CITIES AREA FOR OVER 70 YEARS October 18, 2022 To Whom It May Concern: We, the Board of Directors of Jesuit Retreat House, a Minnesota Non-Profit Corporation started in 1948, hereby resolve to allow Fr. Thomas Lawler to act as Fee Title Holder in the matter of the application to the City of Lake Elmo Planning Commission. Sincerely, Timothy R. Lannon Patrick McCorkell Robert J. Kroll William Murphy Thomas Lawler (digital signatures were received through e-mail) Members of the Board of Directors Jesuit Retreat House Demontreville Room capacity during construction and renovations - REVISED Current room count: After renovation: Manresa 18 16 Regis 17 14 Campion 13 10 Loyola 11 10 Bellarmine 8 7 Xavier 5 6 Total 72 Total 63 + 10 bedrooms in new building --- Final Total = 73 New Building will have 10 rooms. After new building is open, and before renovations of older buildings, the total capacity will be 82 rooms (72 + 10) Possible schedules during renovation period (3 years): Scenario 1: start with 82 rooms First close Xavier: we lose 5 rooms (= 77) then gain 6 back (= 83) Then close Bellarmine, we lose 8 (= 75) then gain 7 (= 82) Then close Loyola. Lose 11 (= 71) then gain 10 (= 81) Then close Campion. Lose 13 (= 68) then gain 10 (= 78) Close Regis, Lose 17 (= 61) then gain 14 (= 75) Close Manresa, Lose 18 (= 57) then gain 16 ( = 73) Scenario 2 start with 82 rooms Frist close Manresa: we lose 18 rooms (= 64) then gain 16 back (= 80) Then, close Regis, we lose 17 ( = 63) then gain 14 (= 77) Then, close Campion, lose 13 (= 64) then gain 10 (= 74) Then, close Loyola, lose 11 (= 63) then gain 10 (= 73) Then close Bellarmine. Lose 8 (= 65) then gain 7 ( =72) Then close Xavier. Lose 5 ( = 67) then gain 6 (= 73) PROJECT NO. PLANNING ARCHITECTURE ENGINEERING INTERIORS Demontreville Jesuit Retreat 8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat 12/13/2021 CONSTRUCTION DOCUMENTS 023-10341-000 CONSTRUCTION DOCUMENTS8243 Demontreville Trail N, Lake Elmo, MN 55042 SHEET INDEX SHEET NUMBER SHEET NAME DD PACKAGE 10/22/2021CD PACKAGE 12/13/2021GENERAL GI001 COVER SHEET X X GI003 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS X X GI004 SPECIFICATIONS X X GI005 SPECIFICATIONS X X GI010 WALL, ROOF, AND CEILING TYPES X X GI020 MOUNTING HEIGHTS AND CLEARANCES X X GI101 LIFE SAFETY PLANS - BUILDING 1 X X GI102 LIFE SAFETY PLANS - BUILDING 2 X X CIVIL C1-1 21218A-WA-PTOPO-10-19-21 X C1-2 DEMOLITION PLAN-HOUSE 1 X C1-3 DEMOLITION PLAN-HOUSE 2 X C2-0 SITE PLAN OVERALL-OVERALL X C2-1 SITE PLAN-HOUSE 1 X C2-2 SITE PLAN-HOUSE 2 X C3-1 GRADING PLAN-HOUSE 1 X C3-2 GRADING PLAN-HOUSE 2 X C3-3 SWPP PLAN-HOUSE 1 X C3-4 SWPP PLAN-HOUSE 2 X C3-5 SWPPP NOTES X C4-1 UTILITY PLAN-HOUSE 1 X C4-2 UTILITY PLAN-HOUSE 2 X C8-1 DETAILS-1 X L1-1 LANDSCAPE PLAN HOUSE 1 X L1-2 LANDSCAPE PLAN HOUSE 2 X STRUCTURAL S000 STRUCTURAL TITLE SHEET X S001 SPECIAL INSPECTIONS X S002 SCHEDULES X S101 BUILDING 1 - FOUNDATION & LEVEL 1 FRAMING PLAN X S102 BUILDING 2 - FOUNDATION, LEVEL 1 FRAMING PLAN X S103 BUILDING 1 & 2 - ROOF FRAMING PLAN X S200 SECTIONS & DETAILS X S300 SECTIONS & DETAILS X S400 SECTIONS & DETAILS X S401 SECTIONS & DETAILS X ARCHITECTURAL AS100 OVERALL SITE PLAN X X AD101 OVERALL DEMOLITION PLAN X X AE101 OVERALL FLOOR PLANS - BUILDING 1 X X AE102 OVERALL CEILING PLAN - BUILDING 1 X X AE103 OVERALL FLOOR PLANS AND CEILING PLANS - BUILDING 2 X X AE104 ROOF PLANS - BUILDING 1 & 2 X X AE201 EXTERIOR ELEVATIONS & SECTIONS - BUILDING 1 X X AE202 EXTERIOR ELEVATIONS & SECTIONS - BUILDING 2 X X AE401 ENLARGED PLANS & INTERIOR ELEVATIONS - BUILDING 1 X AE402 ENLARGED PLANS & INTERIOR ELEVATIONS - BUILDING 1 X X AE403 ENLARGED PLANS & INTERIOR ELEVATIONS - BUILDING 2 X X AE501 WALL SECTIONS - BUILDING 1 X X AE502 WALL SECTIONS - BUILDING 2 X X AE510 EXTERIOR DETAILS X X AE511 EXTERIOR DETAILS X X AE551 INTERIOR DETAILS X X AE601 DOOR SCHEDULE AND OPENINGS - BUILDING 1 & 2 X X AE801 VERTICAL CIRCULATION PLAN & SECTIONS - BUILDING 1 & 2 X X AE802 STAIR DETAILS X INTERIORS IN101 FINISH PLANS - BUILDING 1 X X IN102 FINISH PLANS - BUILDING 2 X X IG602 INTERIOR SIGNAGE SCHEDULE AND DETAILS X X IN601 INTERIOR FINISH SCHEDULE AND DETAILS X X MECHANICAL M000 MECHANICAL TITLE SHEET X X M101 UNDERGROUND PLUMBING PLAN - BUILDING 1 X X M102 UNDERGROUND PLUMBING PLAN - BUILDING 2 X X M201 PLUMBING PLAN - BUILDING 1 X X M202 PLUMBING PLAN - BUILDING 2 X X M301 HVAC PLAN - BUILDING 1 X X M302 HVAC PLAN - BUILDING 2 X X M400 MECHANICAL DETAILS X M500 MECHANICAL SCHEDULES X ELECTRICAL E000 ELECTRICAL TITLE SHEET X X E001 ELECTRICAL SITE PLAN X X E101 ELECTRICAL LIGHTING PLAN - BUILDING 1 X X E102 ELECTRICAL LIGHTING PLAN - BUILDING 2 X X E201 ELECTRICAL POWER & SYSTEMS PLAN - BUILDING 1 X X E202 ELECTRICAL POWER & SYSTEMS PLAN - BUILDING 2 X X E300 ELECTRICAL SCHEDULES & DETAILS X E400 ELECTRICAL SCHEDULES X X X X AE201 EXTERIOR ELEVATIONS & SECTIONS - PERCENTAGES SHEET INDEX X X C8-1 SHEET DETAILS X X L2-1 LANDSCAPE PLAN X X L3-1 LANDSCAPE DETAILS PARTITION TYPES WOOD STUDS @ 16" OC 5/8" GYP BD NOTE: AT RATED CONDITIONS, CONSTRUCT PER UL419. REFER TO LIFE SAFETY PLAN FOR LOCATION OF RATED WALLS WOOD STUDS @ 16" OC 5/8" TYPE X GYP BD NOTE: AT RATED CONDITIONS, CONSTRUCT PER UL419. REFER TO LIFE SAFETY PLAN FOR LOCATION OF RATED WALLS B WOOD STUDS @ 16" OC 5/8" TYPE X GYP BD NOTE: AT RATED CONDITIONS, CONSTRUCT PER UL419. REFER TO LIFE SAFETY PLAN FOR LOCATION OF RATED WALLS WOOD STUDS @ 16" OC 5/8" TYPE X TILE BACKER NOTE: AT RATED CONDITIONS, CONSTRUCT PER UL419. REFER TO LIFE SAFETY PLAN FOR LOCATION OF RATED WALLS ACOUSTIC BATTS A F G 5/8" TYPE X TILE BACKER ACOUSTIC BATTS ACOUSTIC BATTS WOOD STUDS 5/8" TYPE X GYP BD NOTE: COORDINATE CHASE WITH PLUMBER. NOTIFY ARCHITECT IMMEDIATELY IF SIZE REQUIRES ADJUSTMENT Q ACOUSTIC BATTS 10" PLUMBING CHASE X BUILDING 1 - STONE MINNESOTA LIMESTONE, SPLIT FACE, 3 5/8" BED DEPTH. NORTHERN BUFF COLOR RIGID INSULATION TO 48" BELOW GRADE WATER PROOFING CONCRETE FOUNDATION WALL - SEE STRUCTURAL W CONCRETE FOUNDATION WALL OSB SHEATHING: VERIFY TYPE AND THICKNESS WITH STRUCTURAL VINYL SIDING AIR AND MOISTURE BARRIER SPRAY APPLIED INSULATION TO R 13 2x4 WOOD STUD FRAMING GYPSUM BOARD Z BUILDING 2 - 4" STUD SIDING WALL WOOD STUDS @ 16" OC, 19 MIL 5/8" TYPE X GYP BD NOTE: 1HR RATED WHEN CONSTRUCTED PER U465. NOTE: 3-5/8" STUDS STC 51; 6" STC 53 P RC-1 RESILIENT CHANNEL ACOUSTIC BATTS Y BUILDING 1 - CEDAR SIDING W CMU WALL V GYPSUM BOARD - ONE SIDE WALL VERIFY W/ MFGR3 1/2" TYP5/8"3 1/2"5/8"2" 6 3/4" 2" THICK POLYISOCYANURATE INSULATION NOT INCLUDING SIDING 5/8" GYP SHEATHING CEDAR SIDING, SHIP-LAPPED AIR AND MOISTURE BARRIER SPRAY APPLIED INSULATION TO R 13 2x4 WOOD STUD FRAMING, TYP 2x6 IN SELECT AREAS: SEE PLAN GYPSUM BOARD 2" THICK POLYISOCYANURATE INSULATION NOT INCLUDING SIDING 4 1/2"3 1/2"5/8"5/8"2"3/4" 9 1/2" AT 2x6 CONDITION 7 1/2" 1x FURRING STRIPS, VERT, AT 16" O.C.4 7/8"3/8"5 1/4"2x4 WOOD STUD FRAMING, TYP 2x6 IN SELECT AREAS: SEE PLAN 5/8"3 1/2"5/8"2" 2" 3 5/8" 1'-2 3/8" AT 2x6 CONDTION 1'-0 3/8" AIR SPACE 2" POLYISOCYANURATE INSULATION DAMP PROOFING 5/8" GYP SHEATHING SPRAY APPLIED INSULATION TO R 13 GYPSUM BOARD DRAINAGE MAT DOWN TO DRAIN TILE GRANULAR FILL WOOD STUDS @ 16" OC. UNO 5/8" GYPSUM BOARD: PROVIDE TILE BACKER BOARD WHERE TILE IS TO BE USED. PARTITION TAG LEGEND A3 10 HEAD SIDE OF TAG TAIL SIDE OF TAG LETTER INDICATES PARTITION TYPE SEE PARTITION LEGEND NUMBER INDICATES STUDS SIZE SEE LEGEND BELOW NUMBER INDICATES HEIGHT OF PARTITION IN FEET NO NUMBER INDICATES PARTITION FULL HEIGHT TO FLOOR OR ROOF ABOVE STUD SIZE LEGEND 1 - 7/8" HAT CHANNEL 2 - 2X2 OR 1 1/2" WOOD STUD 3 - 2X4 OR 3 1/2" WOOD STUD 6 - 2X6 OR 5 1/2" WOOD STUD CEMENTITIOUS TOPPING PLYWOOD FLOOR DECK - SEE STRUCTURAL OPEN WEB WOOD TRUSSES - SEE STRUCTURAL CELLULOSE FIBER INSULATION RESILIENT CHANNEL (2) LAYERS GYP BD1/2"3/4"1'-6"2 3/8"1'-9 5/8"FLOOR and FLOOR / CEILING ASSEMBLIES FC-1 FC-2 (1) LAYER GYP BD CEMENTITIOUS TOPPING PLYWOOD FLOOR DECK - SEE STRUCTURAL OPEN WEB WOOD TRUSSES - SEE STRUCTURAL CELLULOSE FIBER INSULATION RESILIENT CHANNEL1/2"3/4"1'-6"(1) LAYER GYP BD1 1/8"1'-8 3/8"F-3 SLAB ON GRADE REFER TO STRUCT VAPOR RETARDER SAND BASE ROOF TYPES 2X ROOF FRAMING SEE STRUCTURAL CELLULOSE INSULATION, NETTED AND BLOWN-IN TO THICKNESS NEEDED TO ATTAIN R40 VAPOR RETARDER GYPSUM BOARD 1/2" RESILIENT CHANNEL COLD VENTED ROOF CAVITY - OUTDOOR SPACE -STEEL FRAMING SEE STRUCTURALNOM.6 "3/4" THICK FIRE TREATED PLYWOOD SUBSTRATE 7/8" METAL FURRING CHANNELS @ 24" O.C. MAX ROOF TYPES RT-1W (wood shingles) RT-1A (asphalt shingles) ROOF TYPE RT-2 STEEL FRAMING SEE STRUCTURAL N O M .6 "ROOF TYPE RT-3 SPRAY FOAM INSULATION TO THICKNESS NEEDED TO ATTAIN R40, APPROX 6" SHIP LAP CEDAR SOFFIT - INDOOR SPACE - COLD FORMED STRUCTURAL ROOF FRAMING COLD FORMED STRUCTURAL ROOF FRAMING VENTED ROOF CAVITY 9 1/ 2 " MINERAL SURFACED CLASS A FIBERGLASS CAP SHEET, CONTINUOUS CEDAR SHINGLE ROOFING PLYWOOD ROOF DECK 7/8" HAT CHANNELS AT 18" O.C., TYP 10" LIGHT GAUGE STEEL FRAMING: SEE STRUCTURAL 1X6 SHIPLAP CEDAR SOFFIT 2X8 METAL STUD FURRING 1/2" PLYWOOD SUBSTRATE FOR SPRAY APPLIED INSULATION 5 1 /2 " E X P O S U R E ICE AND WATER SHIELD 3' FROM EAVES, AND 3' EITHER SIDE OF RIDGES AND VALLEYS VENTED ROOF CAVITY MINERAL SURFACED CLASS A FIBERGLASS CAP SHEET, CONTINUOUS CEDAR SHINGLE ROOFING PLYWOOD ROOF DECK 7/8" HAT CHANNELS AT 18" O.C., TYP 10" LIGHT GAUGE STEEL FRAMING: SEE STRUCTURAL 5 1 /2 " E X P O S U R E ICE AND WATER SHIELD 3' FROM EAVES, AND 3' EITHER SIDE OF RIDGES AND VALLEYS ROOF TYPE RT-1W CEDAR SHINGLE ROOFING ON MINERAL SURFACED CLASS A FIBERGLASS CAP SHEET, CONTINUOUS ROOF TYPE RT-1A ASPHALT SHINGLES ON ROOFING FELTS PLYWOOD ROOF DECKICE AND WATER SHIELD 3' FROM EAVES, AND 3' EITHER SIDE OF RIDGES AND VALLEYS 60 MIL FULLY ADHERED EPDM ROOFING TAPERED POLYISO INSULATION, 2" AVERAGE THICKNESS PLYWOOD ROOF DECK SPRAY APPLIED INSULATION, 4" THICKNESS = R28 2x10 ROOF JOISTS; REFER TO STRUCTURAL 1/2" RESILIENT CHANNEL GYPSUM BOARD ROOF TYPE RF-4 2X ROOF FRAMING SEE STRUCTURAL CELLULOSE INSULATION, NETTED AND BLOWN-IN TO THICKNESS NEEDED TO ATTAIN R40 VAPOR RETARDER GYPSUM BOARD 1/2" RESILIENT CHANNEL COLD VENTED ROOF CAVITY ROOF TYPE RT-5 PLYWOOD ROOF DECK ICE AND WATER SHIELD CONTINUOUS ASPHALT SHINGLES NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:12:24 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat WALL, ROOF, AND CEILING TYPES GI010 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 MRN / JTB SLW JTB CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSNO. DESCRIPTION DATE I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 3 6 6 2 1 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 10 /20 / 2021 1:10 PMW:\2021\21218\CADD DATA\SURVEY\S21218A-MASTEROUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS JESUIT RETREAT HOUSE 8243 DEMONTREVILLE TRAIL N LAKE ELMO, MN 55042 LEO A DALY 730 SECOND AVENUE SOUTH SUITE 1300 MINNEAPOLIS, MN 55402 N SCALE IN FEET 0 30 60 PARTIAL TOPOGRAPHIC SURVEY 1 OF 1 (Per Washington County Tax Records) All that part of Government Lot 4, Section 4, Township 29 North, Range 21 West, lying north of the following described line: Beginning at a point on the east line of the southwest quarter of the southeast quarter (SW 1/4 - SE 1/4) of said Section 4, said point being 688 feet north of the south line of Section 4; thence running west and parallel with the south line of Section 4, a distance of 1354.5 feet to an iron pipe monument; thence continuing west along said parallel line to the shore of Lake Demontreville. subject to any right-of-way described in book 60 of deeds, page 196, and in book 72 of deeds, page 80, and in book 139 of deeds, page 116. also, any interest in and to the land and right-of-way described in that certain 99 year lease recorded november 10, 1938 with the register of deeds in book T of bonds, page 421. Section 04 Township 029 Range 021. AND Government Lot 3 & 4 & W 1/2 of SE 1/4 except south 30.06 acre being south 688 ft of both said Lot 4 & W 1/2 of SE 1/4 said section also except part of Government Lot 4 containing 4.8 acres & also except part of Government Lot 3 7.77 acres described in book 131 of deeds page 437. Section 04 Township 029 Range 021. AND W 1/2 - SE 1/4 except south 688 ft thereof & except 04.029.21.43.0001. Section 04 Township 029 Range 021 AND Part of Government Lot 3 beginning at the intersection of the west line of said Government Lot 3 & southerly line of Washington County Highway and run easterly along said southerly line of said highway 169.5 feet thence south 56 degrees east 105.3 feet thence south 69 degrees 30 minutes east 291 feet thence south 50 degrees east 80.8 feet thence south 37 degrees 30 minutes east 384 feet thence south 58 degrees west 203.54 feet thence south 76 degrees west 240 feet more or less to shore of Lake Demontreville thence westerly along said shore of Lake Demontreville to westerly line of said Government Lot 3 thence northerly along said westerly line of said Government Lot 3 to point of beginning. Section 04 Township 029 Range 021 DESCRIPTION OF PROPERTYSURVEY REPORT 1.This survey was prepared without the benefit of a Title Commitment. There may or may not be easements of record encumbering this property. 2.The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 8243 Demontreville Trail North, Lake Elmo, MN 55042. 3.The bearings for this survey are based on the Washington County Coordinate System NAD 83 (1986 Adjust). 4.Benchmark: MnDOT Schaffer (GSID #33731), a traverse station disk located at the southwest corner of Jarvis Ave., and Hwy. 36. Elevation = 1042.08 (NGVD29) Site Benchmark: Storm invert located east of the garage as shown hereon. Elevation = 954.16 (NGVD29) 5.Trees shown hereon are measured at breast height. 6.The field work was completed on October 5, 2021. LEGEND CATCH BASIN STORM SEWER SPOT ELEVATION CONTOUR BITUMINOUS CURB UNDERGROUND ELECTRIC CONCRETE OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING CONIFEROUS TREE PINE DECIDUOUS TREE License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of VICINITY MAP Field Crew Max L. Stanislowski - PLS 48988 Project Lead Drawn By Checked By Loucks Project No. Minnesota. 21218A MLS KMM MLS SKS 10/19/21 SITE 10/19/21 SURVEY ISSUED SIGN TELEPHONE PEDESTAL ELECTRIC MANHOLE UTILITY MANHOLE GAS METER HAND HOLE GUY WIRE GUARD POST ELM CATULPA BIRCH FIR LOCUST OAK SPRUCE MAPLE WALNUT SOIL BORING ROOF DRAIN ELECTRIC OUTLET PARKING STALL COUNT FLARED END SECTION PAVERS YARD DRAIN AIR CONDITIONING UNIT SERVICE CLEANOUT WOOD FENCE ASH 2 GINKO OVERHANG LIGHT POLE POWER POLE RIP-RAP REMOVE EXISTING TREE REMOVE EXISTING TREE REMOVE EXISTING LANDSCAPE FEATURE REMOVE EXISTING ELECTRICAL, REROUTE AS NEEDED (COORDINATE W/ ELECTRICAL) REMOVE EXISTING OVERHEAD ELECTRICAL (COORDINATE W/ UTILITY PROVIDER) SURVEY NOTE: 1.REFER TO BOUNDARY AND TOPOGRAPHIC SURVEY (SHEETS 1-1) FOR COMPLETE SITE SURVEY INFORMATION. REMOVE EXISTING BUILDING, CANOPY, ETC. COORDINATE WITH ARCHITECTURAL PLANS REMOVE EXISTING CURB & GUTTER, FENCE, RETAINING WALLS, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: 1.SITE PREPARATION IN THE FORM OF PAVEMENT REMOVAL AND DISPOSAL, EXCAVATION, AND SHORING TO EXPOSE THE WATERMAIN SHALL BE COMPLETED BY THE CONTRACTOR. THE EXCAVATION SHALL BE PROPERLY SHORED OR BENCHED AS REQUIRED TO PROVIDE SAFE AND STABLE TRENCH CONDITIONS. FOLLOWING COMPLETION OF THE WATERMAIN WORK, AND AS ADVISED BY THE ENGINEER, CONTRACTOR SHALL RESTORE THE SITE TO PRECONSTRUCTION CONDITIONS. 2.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 4. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 5.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 6.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. SITE DEMOLITION NOTES N Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 200 40 NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE CONSTRUC T I O N NOT FOR C1-2 DEMOLITION PLAN KEEGAN HALL AE 2 0 1C6 AE 2 0 1 A1 AE 2 0 1 C4 AE 2 0 1 B1 AE 2 0 1C1 AE 2 0 1 D1 03 1256'-1 7/8" C1AE 5 0 1 19'-7 3/8" 14'-1 1/2" 18'-6"26'-11 1/2"7'-11 7/8" 19'- 1 0 " 12'- 1 1 / 2 " A2 6 11'- 4 3 / 4 " 16' - 3 " 21' - 1 1 / 2 " 19'- 1 1 / 4 "31'-11 1/2" 1'-6 " 1'-6 " 7'-4 1/4 " 22'-1 3/4" 7'-4 3/8" 01B 01A 1'-0 "WIND O W S 12'- 3 " WI N D O W S 12'- 3 " 1'-1 1 " 3'-0 " WI N D OW S 8'-4" WINDO W S10'-2" WIND O WS 8'-1" WI N D O W S 3'-1 1 " WIND O W S10'-2" PROPOSED HOUSE 1 FFE = 967.31 8 8 N Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 40 73 23 CIVIL LEGEND NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE CONSTRU C T I O N NOT FOR C2-0 SITE PLAN OVERALL TOTAL PROPERTY 101.70 AC DISTURBED AREA:0.66 AC EXISTING IMPERVIOUS AREA:4.29 AC (4.21%) PROPOSED IMPERVIOUS AREA:4.45 AC (4.37%) SITE DATA 0312A2 6 01 B 01APROPOSED HOUSE 1 FFE = 967.31 PAVER PATIO (SEE ARCHITECTURAL FOR DETAIL) CONCRETE SIDEWALK (SEE DETAIL) 6.0 23.2 17.5 14.4 9.45.0 CONCRETE STEPS (SEE DETAIL) CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS CONCRETE STOOP-TYP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS 16.6 N Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 200 40 73 23 SITE NOTES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6.ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. PAVEMENT TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET C8-1 FOR TYPE AND DEPTH INFORMATION. CONCRETE SIDEWALK SITE BENCHMARK: STORM INVERT LOCATED EAST OF GARAGE, AS SHOWN HEREON. ELEVATION = 954.16 FEET (NVGD29) BENCHMARK SITE DATA NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE CONSTRUC T I O N NOT FOR C2-1 SITE PLAN HOUSE 1 TOTAL PROPERTY 101.70 AC DISTURBED AREA:0.66 AC EXISTING IMPERVIOUS AREA:4.29 AC (4.21%) PROPOSED IMPERVIOUS AREA:4.45 AC (4.37%) 0312A2 6 01 B 01APROPOSED HOUSE 1 FFE = 967.31 966.82 966.91 966.75 967.24 966.82967.01 966.82 967.08 966.82 966.82 967.31 967.17967.17966.01 967.31 967.31 966.95 966.90 966.97 965.00 966 4. 6%1.8% 1. 8% 2. 0%1.5% 1 9 : 1 967.27 967.27 967.19 967.19 967.27 967.19 967.19 967.24 967.27 967.20 967.20 967.27 1. 8%4.8%3.9% 969 968 967.01 967.02 965.10 BS=965.67 TS=966.09 TS=966.63 BS=966.75TS=967.17 966.01 966.06 966.06 967.31 8 8 8 8967 964 965.17 965.55965.80 966.40 966.0017:1BS=966.21 9669679669 6 6 967967 1 6 : 1 16 : 117:135:1N Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 200 40 73 23 GRADING, DRAINAGE & EROSION CONTROL NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 5.DUST MUST BE ADEQUATELY CONTROLLED. 6.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 7.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 8.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. SITE BENCHMARK: STORM INVERT LOCATED EAST OF THE GARAGE, AS SHOWN HEREON. ELEVATION = 954.16 FEET (NGVD29) BENCHMARK NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE CONSTRUC T I O N NOT FOR C3-1 GRADING PLAN HOUSE 1 0312A2 6 01 B 01APROPOSED HOUSE 1 FFE = 967.31 966.82 966.91 966.75 967.24 966.82967.01 966.82 967.08 966.82 966.82 967.31 967.17967.17966.01 967.31 967.31 966.95 966.90 966.97 965.00 966 4. 6%1.8% 1. 8% 2. 0%1.5% 1 9 : 1 967.27 967.27 967.19 967.19 967.27 967.19 967.19 967.24 967.27 967.20 967.20 967.27 1. 8%4.8%3.9% 969 968 967.01 967.02 965.10 BS=965.67 TS=966.09 TS=966.63 BS=966.75TS=967.17 966.01 966.06 966.06 967.31 8 8 8 8967 964 965.17 965.55965.80 966.40 966.0017:1BS=966.21 9669679669 6 6 967967 1 6 : 1 16 : 117:135:1SILT FENCE SEE DETAIL SILT FENCE SEE DETAIL INLET PROTECTION SEE DETAIL INLET PROTECTION SEE DETAIL INLET PROTECTION SEE DETAIL INLET PROTECTION SEE DETAIL N Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 200 40 73 23 GRADING, DRAINAGE & EROSION CONTROL NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 5.DUST MUST BE ADEQUATELY CONTROLLED. 6.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 7.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 8.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. SITE BENCHMARK: STORM INVERT LOCATED EAST OF THE GARAGE, AS SHOWN HEREON. ELEVATION = 954.16 FEET (NGVD29) BENCHMARK INLET PROTECTION SILT FENCE EROSION CONTROL BLANKET EXISTING DRAINAGE PATTERN SWPPP LEGEND BIO ROLLS PROPOSED DRAINAGE PATTERN ROCK CONSTRUCTION ENTRANCE NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE CONSTRU C T I O N NOT FOR C3-3 SWPP PLAN HOUSE 1 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A NEW BUILDINGS, SURFACE PAVEMENTS, AND UTILITIES. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP 2.INSTALL SILT FENCE AROUND SITE 3.CLEAR AND GRUB SITE 4.STRIP AND STOCKPILE TOPSOIL 5.REMOVE PAVEMENTS AND UTILITIES 6.ROUGH GRADE SITE 7.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 8.INSTALL UTILITIES 9.INSTALL BUILDING FOUNDATIONS 10.INSTALL CURB AND GUTTER 11.INSTALL PAVEMENTS AND WALKS 12.FINAL GRADE SITE 13.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS 14.SEED AND MULCH 15.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: AREA OF DISTURBANCE:0.67± AC PRE-CONSTRUCTION IMPERVIOUS AREA:0.11± AC POST-CONSTRUCTION IMPERVIOUS AREA:0.43± AC GENERAL SOIL TYPE:SEE GEOTECHNICAL EVALUATION REPORT 4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. TEMPORARY STOCKPILES MUST HAVE SEDIMENT CONTROL AT BASE OF THE PILE. 9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10.POLLUTION PREVENTION MANAGEMENT MEASURES. [MINN.R.7090] A.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. B.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN.R.CH.7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. C.PERMITTEES MUS POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLYU DISPOSE OF SANITARY WASTE IN ACCORDANCE WITH MINN.R.CH.7041. D.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS FEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHJARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 18.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 19.NO WASHING OF VEHICLES IS ALLOWED ON SITE. 20.NO ENGINE DEGREASING IS ALLOWED ON SITE. 21.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 22.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A.FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; BY END OF BUSINESS DAY B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS 17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS FEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHJARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 19.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 20.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 19.CONCRETE WASHOUT AREA A.CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B.CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C.CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 20.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 21.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 22.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 23.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: ______________________ COMPANY: ______________________ PHONE: ______________________ 24.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. SWPPP NOTES ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY N/A 1 1020 N/A 13 BIO-ROLL LF N/A HARD SURFACE PUBLIC ROAD 2' MINIMUM 1" TO 2" WASHED ROCK 50' M I N I M U M AS R E Q UI R E D 4 : 1 4:1 6" MINIMUM ROCK ENTRANCE TO CONSTRUCTION SITE NOTES: 1.ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA-1 OR CA-2 COURSE AGGREGATE. (WASHED)2.A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. DRAWN 2/2016 LOUCKS PLATE NO. 3003LOUCKS CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP INLET PROTECTION - FILTER BAG INSERT 3 FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) 8" 12" 4" 2" 2 4 FILTER BAG INSERT 1 OVERFLOW HOLES (2" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) 1/2 W D W 1/2 D INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET 4 NOTES: SEE SPECS. 2573, 3137, 3886 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. 2.FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 3.INSTALLATION NOTES: 3.1.DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE.3.2.THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. 3.3.WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TOACHIEVE THE 3 INCH SIDE CLEARANCE. 4.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. DRAWN 2/2016 LOUCKS PLATE NO. 3015LOUCKS BIO-ROLL OR ROCK LOG NOTES: 1.PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH.2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·STANDARD STEEL T-TYPE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4.ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5.BACKFILL TRENCH & COMPACT. 6.STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002LOUCKS 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1.GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHINGWITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUNDDURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. SILT FENCE FLOW 6" 6" NOTES: 1.PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH AND BACKFILL IMMEDIATELY. 2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE FENCE POSTS.·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1INCH LONG STAPLES. 4.ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP TIES IN TOP 8 INCHES OF FABRIC. GEOTEXTILE FABRICPER MNDOT 3886 GEOTEXTILE FABRIC PER MNDOT 3886 DRAWN 2/2016 LOUCKS PLATE NO. 3000LOUCKS STAGE 2 SILT FENCE (STANDARD)LF N/A NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE CONSTRUC T I O N NOT FOR C3-5 SWPPP NOTES 031201 B 01APROPOSED HOUSE 1 FFE = 967.314 8 8 8 8 4" PVC SANITARY STUB INV= 952.31 (COORDINATE W/ MECHANICAL) 5LF- 4" PVC SANITARY @2.0%PROPOSED SEPTIC TANK (COORDINATE SIZE AND DEPTH WITH SEPTIC SYSTEM PROVIDER) 104LF- 2" COPPER WATER SERVICE 2"- COPPER WATER SERVICE STUB (COORDINATE W/ MECHANICAL) 2"- COPPER WATER SERVICE (CONNECT TO WATER SUPPLY IN KEEGAN HALL) (COORDINATE W/ MECHANICAL) FIELD VERIFY LOCATION OF EXISTING SANITARY OULET PIPE (RELOCATE AS NEEDED FOR BUILDING CONSTRUCTION) RELOCATE EXISTING ELECTRICAL LINE AS NEEDED (COORDINATE WITH ELECTRICAL) SEPTIC TANK OUTLET CONNECT TO EXISTING SEPTIC DRAIN FIELD (FIELD VERIFY LOCATION) 79LF- 6" PVC DRAINTILE @1.0% 6"- FES INV=964.40 6" PVC STUB FOR SUMP PUMP OUTLET INV=964.79 EXISTING SEPTIC DRAIN FIELD (FIELD VERIFY LOCATION) (CURRENTLY NOT USED) N Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 200 40 73 23 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION FROM WATERMAIN IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.PROPOSED PIPE MATERIALS: WATERMAIN COPPER 2" DIAMETER STORM SEWER PVC SCH 406-10" DIAMETER SANITARY SEWER SDR 35 4" DIAMETER 7.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 8.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 9.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212. d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE CONSTRU C T I O N NOT FOR C4-1 UTILITY PLAN HOUSE 1 CONCRETE SIDEWALK SECTION 4" CONCRETE WALK MN/DOT 2521 4" GRANULAR MATERIAL MN/DOT 3149 DRAWN 12/2016 LOUCKS PLATE NO. 2034LOUCKS LOOP TRACER WIRE AROUND WYE CONTINUOUS #10 SOLID COPPER, INSULATED TRACER WIRE FROM WYE DIRECTLY ABOVE THE SVC PIPE, TO TOP OF FENCE POST TRACER WIRE FOR NON-CONDUCTIVE SEWER PIPE 4" D.I.P. OR P.V.C. BENDS, 1/8 OR 1/16 PLUG WYEPROPERTYLINE FLOWNOTES: 1.SPLICING TRACER WIRE SHALL BE BY MECHANICAL SPLIT BOLT TYPE OR A CRIMP TYPE COMPRESSION FITTING, FULLY ENCASED IN APPROVED ELECTRICAL INSULATION PUTTY. 2.WIRE SHALL BE SECURED TO PIPE WITH 2" WIDE PVC TAPE. SECURE WIRE AT ALL BENDS, WYES & LONGITUDINALLY EVERY 10 FEET. DRAWN 2/2016 LOUCKS PLATE NO. 4007LOUCKS NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. ·BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE INCH (1") SIEVE. ·BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. PLASTIC PIPE BEDDING PLASTIC PIPE 18"18"PIPE WIDTH ENCASEMENT BEDDING FOUNDATION (MAY NOT BE REQUIRED) 12" 6" BACKFILL COMPACTED AS SPECIFIED EXCAVATED TRENCH WIDTH DRAWN 2/2016 LOUCKS PLATE NO. 4008LOUCKS NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE CONSTRU C T I O N NOT FOR C8-1 DETAILS ADJUST CASTING TO 14" - 12" BELOW FINISHEDGRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT OFF ROAD MARKERMH INSTALL WHEN M.H. IS PLACED OUTSIDE OF THE ROADWAY. STANDARD STORM SEWER MANHOLE WITH CONE SECTION FLOWAS REQUIRED1'-4"2" 0"-8" 2" 27" 48"4'CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" MANHOLE CASTING FRAME AND COVER-NEENAH R-1733 OR APPROVED EQUAL. INCLUDES SOLID LID & "STORM SEWER" LETTERING. RUBBER GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS. 1.WHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND, AND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER LEVEL. 2.ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. 3.WHEN MANHOLE DEPTH IS LESS THAN 8', A TOP SLAB SHALL BE USED IN PLACE OF THE CONE. TOP SLAB SHALL BE SUITABLE FOR AASHTO HS20 HIGHWAY LOADINGS. THE SLAB SHALL BE SET ON A MORTAR BED. 4.ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER O-RING GASKETS. 5.MINIMUM BASE SLAB THICKNESS, 6" TO 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14'. 6.ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. NOTES: STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC. DRAWN 2/2016 LOUCKS PLATE NO. 4300LOUCKS KOR-N-SEAL OR APPROVED FLEXIBLE CONNECTION 2 PRC 1 PRC N SCALE IN FEET 0 10 20 NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21218 NMM GAJ NMM 09/14/22 09/14/22 CONSTRUC T I O N NOT FOR Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. L1-1 TREE PRESERVATION PLAN TREE PROTECTION LOUCKS SCALE: 1/4" = 1'-0"Tree Protection.dwg4'-0"EXISTING GRADE TREE PROTECTION NOTE: INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.DRIP EDGE OF TREE2" X 4" WOOD STAKE, POSITIONED AS NOTED. STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS.DRIP EDGE OF TREEEXISTING TREE TO REMAIN 1 X LEGEND: SIGNIFICANT TREE TO BE REMOVED P SIGNIFICANT TREE TO BE PROTECTED 12 CONSTRUCTION / GRADING LIMITS DISPOSITIONSPECIESDIAM FORM 12"2 TREE # MAPLE SINGLE 14"1 BIRCH SINGLE 3 4 5 6 7 8 16" 9 PINE SINGLE 10 12 36" 11 SINGLE 16" 13 SINGLE 14 18" 15 SINGLE 16 17 24" 18 19 20 SINGLE 22 QUAD 21 23 24 26 SINGLE 24" 10" 16" 18" SAVED SAVED SAVED SAVED SAVED REMOVED SINGLE SINGLE 18"SINGLE REMOVED REMOVED REMOVED SINGLE SINGLE 18" 18" 26" 16" 18" 34" 14" 18" 10" 18" SINGLE REMOVED REMOVED REMOVED REMOVED REMOVED SINGLE SINGLE SINGLE DOUBLE SINGLE SINGLE SINGLE 16"SINGLE 20"SINGLE 22"SINGLE TREE PRESERVATION PLAN P P P P P P P 4 1 2 5 6 3 7 9 8 10 11 12 13 14 15 16 17 18 19 20 21 26 23 22 24 SAVED SAVED REMOVED REMOVED REMOVED SAVED SAVED SAVED SAVED SAVED SAVED PINE PINE PINE PINE PINE PINE BIRCH OAK SPRUCE SPRUCE SPRUCE SPRUCE SPRUCE SPRUCE SPRUCE SPRUCE SPRUCE SPRUCE MAPLE FIR FIR FIR 25 25 16"SPRUCE SINGLE REMOVED X X X X X X X XX X X X X X X TREE REMOVAL QUANTITIES - SURVEY LIMIT (SEE NOTES) 352 202 (57%) 64 24 (40%) 70 0 COMMON TREE TOTAL COMMON TREES REMOVED HARDWOOD TREES TOTAL HARDWOOD TREES REMOVED SPECIMAN TREES TOTAL SPECIMAN TREES REMOVED CAL. INCHES TREE REMOVAL NOTES: TREE INVENTORY SURVEY WAS LIMITED TO THE IMMEDIATE CONSTRUCTION AREA ONLY. THE TOTAL PROPERTY INCLUDES FIVE SEPARATE PARCELS, ALL OF WHICH ARE HEAVILY WOODED (SEE BELOW). WHEN COMPARING THE AMOUNT OF TREES PROPOSED TO BE REMOVED FOR THIS PROJECT AGAINST THE TOTAL TREES ON THE PROPERTY, THE PERCENTAGES ARE ALL WELL WITHIN THE 30% ALLOWABLE. SURVEY / PROJECT LIMIT TOTAL PROPERTY BOUNDARY TREE PROTECTION FENCE SEE DETAIL TREE PROTECTION FENCE SEE DETAIL CO N S T R U C T I O N / G R A D I N G L I M I T C O N S T R U C T I O N / G R A D I N G L I M I T 4 SIGNIFICANT TREE TABLE - SURVEY LIMIT 8 8 8 8 2 PRC 4 SJ 9 FG 11 CFA 9 FG 1 PRC 12 SG 12 PHO 4 BLS 3 IHD 3 BLS 3 SG 6 BLS 18 PHO 8 FG 7 BLS 8 FG 2 SG 3 IHD 2 SG 4 BLS 3 IHD 16 SSD 9 FG 7 SJ 2 IHD 6 SJ 5 BLS 2 SG 4 IHD 3 SG 5 BLS 8 FG 18 DAS 9 SJ 4 NFS 7 BLS 2 SG 23 AFS 7 BLS 3 BLS 3 SGEDGI N G EDGI N G EDGINGEDGINGEDG I N G ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE PRC 3 PRAIRIE ROSE CRABAPPLE Malus x `Prairie Rose`B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING BLS 56 BIRCH-LEAF SPIREA Spirea x betulifolia `Tor`5 gal 24" HGT 36" o.c. IHD 15 IVORY HALO DOGWOOD Cornus alba `Bailhalo` TM 5 gal 24" HGT 60" o.c. NFS 4 NEON FLASH SPIREA Spirea japonica `Neon Flash`5 gal 24" HGT 48" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING FG 55 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster`1 gal 24" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING SJ 27 SCANDIA JUNIPER Juniperus sabina 'Scandia'5 gal 48" o.c. SG 30 SEA GREEN JUNIPER Juniperus chinensis `Sea Green`5 gal 18" SPRD 60" o.c. TY 1 TAUNTON YEW Taxus x media `Taunton`5 gal 18" SPRD 48" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AFS 23 AUTUMN FIRE SEDUM Sedum x `Autumn Fire`1 gal 24" o.c. CFA 11 COLOR FLASH ASTILBE Astilbe x arendsii `Beauty of Ernst'1 gal 24" o.c. DAS 18 DEUTSCHLAND ASTILBE Astilbe x arendsii `Deutschland`1 gal 24" o.c. PHO 42 PATRIOT HOSTA Hosta x `Patriot`1 gal 30" o.c. SSD 16 STELLA SUPREME DAYLILY Hemerocallis x `Stella Supreme`1 gal 24" o.c. GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SOD 15,722 sf TURF SOD PLANT SCHEDULE N SCALE IN FEET 0 10 20 NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 10/07/2022 PLANNING REVIEW SET 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21218 NMM GAJ NMM 09/14/22 09/14/22 CONSTRUC T I O N NOT FOR Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.L2-1 LANDSCAPE PLAN GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. LANDSCAPE PLAN NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 10/21/2021 10:06:49 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat SHEET Demontreville Jesuit Retreat 023-10341-000 12/10/2021 CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 DESIGN DEVELOPEMENTNO.DESCRIPTION DATE Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21218 NMM GAJ NMM 09/14/22 09/14/22 L3-1 LANDSCAPE DETAILS GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND / OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND / OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR / ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR / ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR / ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND / OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBSAND PERENNIALS WHERE BED MEETS SOD UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE / PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE (1) CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE (1) FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED / SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. IRRIGATION NOTES: VERIFY EXISTING / PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND / OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED / SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING / SOD / SEED HAS BEEN ESTABLISHED. IRRIGATION/WATERING NOTES: IRRIGATION IS NOT PLANNED FOR THIS SITE. FOR THE HEALTH AND SURVIVAL OF ALL PROPOSED PLANTINGS, REGULAR WATERING OF THE PLANTINGS IS RECOMMENDED. FOR ESTABLISHMENT OF PLANTINGS, THE CONTRACTOR IS TO REGULARLY WATER NEWLY INSTALLED PLANTINGS DURING PROJECT CONSTRUCTION. CONTRACTOR TO PROVIDE OWNER WITH WATERING RECOMMENDATIONS OR WATERING CONTRACT FOR THE ONE (1) YEAR WARRANTY PERIOD. LANDSCAPE INSTALLATION: LOUCKS Deciduous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2x ROOT BALL WIDTH NOTE:CONTRACTOR IS RESPONSIBLE FOR TESTINGPERCOLATION RATES PRIOR TO PLANTING.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IFPOOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 1 REFER TO PLAN 18" MIN. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFYBOTTOM AND SIDES OF HOLE PRIOR TO PLANTINGBUILDING WALL (TYP)SHRUB PLANTING LOUCKS Shrub Planting.dwgSCALE: 3/4" = 1'-0" EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. MULCH - 3" DEPTH - SEE NOTES OR SPEC. PLANTING SOIL - SEE NOTES OR SPEC. SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE 2 VARIES SEE PLAN NOTE:LOOSEN ROOTS OF PLANT MATERIAL PRIOR TOPLANTING PERENNIAL PLANTING LOUCKS Perennial Planting.dwgSCALE: 3/4" = 1'-0"BUILDING WALL (TYP)12" DEPTH (MIN) LOAM PLANTING SOIL SEE NOTES EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES MULCH - 3" MIN. DEPTH - SEE NOTES 3 DN 1. FINISH FLOOR ELEVATION (FFE) 100'-0". SEE CIVIL PLANS FOR SITE DATUM TO COORDINATE WITH FINISHED FLOOR ELEVATION. 2. PENETRATIONS THROUGH NON-RATED FLOORS TO BE SEALED AT BOTH SIDES WITH MATERIALS APPROPRIATE TO THE ASSEMBLY CONSTRUCTION TO REDUCE SOUND TRANSMISSION. 3. PROVIDE BLOCKING AS REQUIRED TO SUPPORT WALL-MOUNTED ITEMS (INCLUDING, BUT NOT LIMITED TO MARKER BOARDS, SIGNAGE, CASEWORK, MILLWORK & TOILET ACCESSORIES AND OWNER SUPPLIED FF&E). 4. PROVIDE BLOCKING AT RAILINGS & GUARDRAILS CAPABLE OF SUPPORTING THE POINT & UNIFORM LOADS REQUIRED BY CODE. 5. VERIFY CLEARANCES REQUIRED FOR INSTALLATION OF RECESSED OR SEMI- RECESSED EQUIPMENT & FIXTURES (E.G. CABINETS, DISPENSERS, PANELS, ETC.). NOTIFY ARCHITECT IMMEDIATELY IF SPECIFIED WALL TYPES DO NOT PROVIDE ADEQUATE SPACE FOR PROPER INSTALLATION. 6. FLOOR PLAN DIMENSIONS ARE LOCATED FROM THE FINISHED FACE OF PARTITIONS, UNLESS NOTED OTHERWISE. 7. MASONRY DIMENSIONS ARE NOMINAL UNO 8. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. 9. LOCATE DOOR FRAMES 4” CLEAR FROM ADJACENT PERPENDICULAR PARTITIONS (UNLESS NOTED OTHERWISE). 10. FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES & ACCESSORIES SEE SHEET GI020 11. FOR WINDOW TYPES & DETAILS, SEE SHEETS AE601. 12. REFER TO SHEET IN601 FOR FINISHES. 13. SEE MATERIAL I.D. LIST ON SHEET GI003 FOR MATERIAL/FINISH/OBJECT CODES NOTED IN THE DRAWINGS, WITH ASSOCIATED SPECIFICATION SECTIONS PROVIDED FOR REFERENCE. GENERAL FLOOR PLAN NOTES AE201 C1 AE201 C2 AE201 E4 AE201 E1 B1 AE201 B1 AE201 A1 AE201 AE201 D3 AE201 D1 AE401 A1 18'-5 1/2" 11'-4 1/2"56'-6" 163 SF BEDROOM 17 82 SF STUDY 12A 187 SF BEDROOM 15 66 SF TOILET 15A 67 SF TOILET 13A 82 SF ADA TOILET 14A 201 SF BEDROOM 13 200 SF ADA BEDROOM 14 58 SF ELEV. 11 136 SF LINK 10 145 SF STAIR 09 686 SF LOBBY / ENTRY 01 63 SF LINK 02 188 SF BEDROOM 04 168 SF BEDROOM 08 184 SF BEDROOM 07 67 SF TOILET 07A 72 SF STORAGE 03A67 SF TOILET 05A 176 SF BEDROOM 05 10'-0 3/4" 2'-7" 4'-7 1/2" 7'-8 1/4" 6'-10 1/2" 7'-8 1/4" 4'-7 1/2" 8'-7 1/4" 4'-10"18'-7 3/4"4'-7 1/4"5'-2 1/4"4'-10"9'-2 3/4"4'-6"15'-2 3/4"5'-0"13'-3 1/2"8'-4"18'-7 1/2"2'-7"10'-0 3/4" A18 03 386 SF HALLWAY 03 82 SF STUDY 03B419 SFHALLWAY121207A 0705A05 080404A06A0613A13 15A15 47'-1 5/8"48'-10 1/2"7'-3 3/8"C1 AE50119'-7 3/8"14'-1 1/2"18'-6"26'-11 1/2"7'-11 7/8"19'-10" 12'-1 1/2" 2'-7" 10'-0 3/4" A26 11'-4 3/4" 16'-3" 21'-1 1/2" 19'-1 1/4"31'-11 1/2"PATIO 6'-1 1/2" 12'-0 1/4" 7'-4"7'-4 1/4"22'-1 3/4"7'-4 3/8"14'-11"2'-7"5'-6"2'-7"10'-0 3/4"6'-0 1/4" 7'-5 3/4"15'-0 7/8" 8'-1 7/8"2'-4 3/4"16 14A14 09A 09B01B 01A72 SF TOILET 06A 68 SF TOILET 08A 68 SF TOILET 04A 169 SF BEDROOM 06 163 SF BEDROOM 16 77 SF TOILET 16A 73 SF TOILET 17A 1'-0"5' - 6"42"42" 5'-6"42"42"5'-6" 12'-7 1/16" 5'-11" 11'-11 1/2" 6'-1" 7'-3 1/4" 1'-4" WINDOWS 12'-3" WINDOWS 12'-3"ALIGN3'-0" WINDOWS 8'-4" 6'-6"WINDOWS10'-2"WINDOWS8'-1"WINDOWS 3'-11"WINDOWS10'-2"HIGH WINDOWS 4'-5" HIGH WINDOWS 4'-5" HIGH WINDOWS 4'-5"HIGH WINDOWS4'-5"HIGH WINDOWS4'-5"WINDOWS12'-6"WINDOWS12'-6"WINDOWS 3'-11" WINDOWS 8'-4"WINDOWS3'-11"WINDOWS 12'-6"WINDOWS3'-11"AE201 B4 AE201 C5HIGH WINDOWS4'-5"5'-6 1/2"9'-11 3/4"B1 AE201 B1 AE201 A1 AE2017'-3"50'-3"47'-1 1/2"38'-0 1/4"10'-0 1/4" 18'-0" 19'-0" 20'-10 1/4"12'-8"18'-5 1/2" 10'-0"50'-5 1/4"7'-5 1/4"21'-4"12'-0"45'-10"8'-0"33'-4"33'-4"STAIR 026 BASEMENT 027 AE801 A1 5'-11"24'-1" 11'-2" 1'-6" W A2 AE501 C3 AE501 A1 AE501 C1 AE501 C2 AE501 WW W W W W WW W W W W W W W W W W ELEV MECH 0258'-7"34'-11"15'-5 3/4"A26 1'-6"1'-6"1'-6"4'-4 1/4"1'-6"AE402 E1 26A 26B25AE201 B4 AE201 C5 FLOOR PLAN LEGEND AREA NOT IN CONTRACT NEW WALLS AND DOORSDOOR #NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/7/2022 11:12:46 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat OVERALL FLOOR PLANS - BUILDING 1 AE101 Demontreville Jesuit Retreat 023-10341-000 10/07/2022 MRN / JTB SLW JTB MRN BUILDING 1 - DESIGN 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 BUILDING 1 - DESIGN KEYNOTE LEGEND A18 STACKED DRYER AND WASHER A26 SERVICE SINK SCALE:1/8" = 1'-0"A4 BUILDING 1 - LEVEL 1 PLAN SCALE:1/8" = 1'-0"A1 BUILDING 1 - LOWER LEVEL PLAN NO. DESCRIPTION DATE CU-1 CU-2 19 D4 AE201 D4 AE201 E1 AE201 E1 AE201 A2 AE501 C3 AE501 A1 AE501 C1 AE501 C2 AE501 FC-1 8'-2 1/8" FC-1 8'-2 1/8" 8'-2 5/8" AE201 C6 AE201 A1 AE201 C4 AE201 B1 FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" D4 AE201 D4 AE201 E1 AE201 E1 AE201 AE201 C1 AE201 D1 FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" A2 AE501 C3 AE501 A1 AE501 C1 AE501 C2 AE501 5/8" GWB on CLIPS+JOIST 7'-6" FC-2 7'-6" 5/8" GWB on CLIPS+JOIST 7'-6" A22 F1 AE551 F1 AE551F1 AE551 F1 AE551 FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" FC-2 9'-0" WD-1 8'-0"WD-1 8'-0" WD-1 8'-0" WD-1 8'-0" WD-1. 8'-0" WD-1. 8'-0" WD-1. 8'-0" WD-1. 8'-0" WD-1. 8'-0" WD-1 8'-0" STUDY 12A BEDROOM 16 BEDROOM 15 HALLWAY 12 TOILET 15A TOILET 13A TOILET 16A ADA TOILET 14A BEDROOM 13 ADA BEDROOM 14 LINK 10 STAIR 09 LOBBY / ENTRY 01 LINK 02 BEDROOM 04 BEDROOM 05 TOILET 05A STORAGE 08 TOILET 07A BEDROOM 07 BEDROOM 06 TOILET 06A TOILET 04A STUDY 03A HALLWAY 03 1. AREAS WITH NO CEILING INDICATION ARE EXPOSED PREFINISHED STRUCTURE. SEE FINISH PLANS AND ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 2. CONTRACTOR TO COORDINATE MOUNTING FLANGES OF ALL FIXTURES WITH CEILING TYPE TO RECIEVE FIXTURES 3. CONTRACTOR RESPONSIBLE FOR COORDINATION OF ALL MEP AND SPRINKLER WORK WITH HEIGHT AND TYPE OF CEILING 4. REFER TO SCHEDULE FOR FINISHES FOR CEILING FINISH DESIGNATIONS. 5. COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR SPECIFIC ACCESS PANEL LOCATIONS. NOT ALL ARE SHOWN ON THIS PLAN. 6. ALL DROPPED CEILING HEIGHTS INDICATED ON PLANS. 7. ALL FIXTURES SHOWN AT CEILING GRID TO BE CENTERED IN BOTH DIRECTIONS WITHIN THE TILE. 8. EXIT SIGNAGE MUST BE PER CURRENT CODE OF AUTHORITY HAVING JURISDICTION. GENERAL CEILING PLAN NOTES RECESSED TROFFER LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE FIRE EXIT LIGHT/SIGN MECH SUPPLY AIR DIFFUSER MECH RETURN AIR GRILLE SMOKE DETECTOR ACOUSTICAL CEILING PANEL OR TILE SYSTEM GYPSUM BOARD CEILING SYSTEM ACOUSTIC PLASTER 2" UNISTRUT SUSPENDED GRID ACCESS PANEL SD CEILING PLAN LEGEND NOTE: 1. SEE ELECTRICAL FOR LIGHTING FIXTURE TYPES. 2. SEE MECHANICAL FOR AIR DEVICES. 3. COORDINATE SPRINKLER HEAD LOCATIONS WITH CEILING ITEMS SHOWN. NEW GYP CEILING NEW WALL SEE SPECIFICATIONS AND SHEER IN200 ### NEW CEDAR CEILING (WD-1) NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:11:26 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat OVERALL CEILING PLAN - BUILDING 1 AE102 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 MRN / JTB SLW JTB CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSSCALE:1/8" = 1'-0"A1 CEILING PAN LOWER LEVEL SITE A SCALE:1/8" = 1'-0"A4 CEILING PLAN LEVEL 1 SITE A KEYNOTE LEGEND NO. DESCRIPTION DATE I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 NOT UPDATED TO 10 BEDROOMS AE201 C1 AE201 C2 AE201 E4 AE201 E1 B1 AE201 B1 AE201 A1 AE201 AE201 D3 AE201 D1 A2 AE501 C3 AE501 A1 AE501 C1 AE501 C2 AE501 SLOPE DOWN 4:12SLOPE DOWN 4:12 SLOPE DOWN 4:12SLOPE DOWN 4:121/4" / FT1/4" / FT SLOPE DOWN 4:12SLOPE DOWN 4:12SLOPE DOWN 4:12SLOPE DOWN 4:12 1/4" / FTA27 A29 SLOPE DOWN 4:12SLOPE DOWN 4:12 SLOPE DOWN 4:12SLOPE DOWN 4:12A54 A54 A55 A55 A55 A56 E6 AE511 E3 AE511 A36 A36 A38 A38 A36 A37ALIGN 30'-7 7/8"OVERHANG4'-4"OVERHANG 3'-0" 15'-11 1/2" OVERHANG 2'-11 3/4" 29'-7 5/8"OVERHANG1'-6"OVERHANG3'-0"OVERHANG4'-4"OVERHANG1'-6"OVERHANG4'-4"OVERHANG 4'-4" FACE OF WALL BELOW 35'-0 3/8"28'-8 5/8"29'-3"34'-4"27'-4"OVERHANG3'-2"OVERHANG 1'-8" OVERHANG 4'-6"OVERHANG4'-1 1/4"OVERHANG 4'-6" OVERHANG 3'-2" OVERHANG 1'-7"OVERHANG4'-4"OVERHANG1'-10 1/16"A54 A54 A55 A55 A57 A56 A56 A55 A57 A57 AE201 B4 AE201 C5 1. MAINTAIN A MINIMUM SLOPE OF 2%, U.N.O. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF ROOF TOP EQUIPMENT AND CURBS. 3. ENSURE EQUIPMENT CURBS OVERHANG JOIST BELOW EQUALLY ON EACH SIDE AND CENTER EQUIPMENT ACCORDINGLY. 4. THE PLACEMENT OF ROOFTOP EQUIPMENT IS CRITICAL. IF ROOFTOP EQUIPMENT CAN NOT BE LOCATED AS INDICATED. NOTIFY ARCHITECT BEFORE EQUIPMENT IS INSTALLED. 5. INSTALL CRICKETS AT ALL ROOFTOP EQUIPMENT TO DIRECT WATER AROUND THE CURB OR EQUIPMENT. 6. ENSURE THAT ALL EXHAUST VENTS AND AIR INTAKES ARE A MIN. OF 10'-0 FEET APART. 7. DO NOT LOCATE EQUIPMENT LESS THAN 10'-0" FROM PARAPET WALLS OR ROOF EDGES, U.N.O.. 8. SEALANT POCKETS AND PITCH POCKETS ARE NOT ACCEPTABLE FOR ANY PENETRATIONS OTHER THAN REFRIGERATION LINES AND RELATED REFRIGERATION EQUIPMENT. VERIFY WITH OWNER. 9. ROOF CURB SHALL HAVE THE CURB SET BY THE MECHANICAL OR REFRIGERATION CONTRACTOR. G.C. SHALL ENSURE ALL CURBS ARE INSTALLED LEVEL AND VERIFY PLACEMENT PER DRAWINGS. FLASHING, COUNTER- FLASHING, NAILERS TO BE INSTALLED BY THE ROOFING CONTRACTOR. 10. NEOPRENE FLASHING IS NOT PERMITTED. 11. ALL SINGLE - PLY FLASHING TO BE REINFORCED. 12. ALL WOOD USED ON THE ROOF FOR NAILERS, CURBS, BLOCKING ETC. SHALL BE PRESSURE TREATED EXCEPT THAT PROVIDED BY OWNER. ENSURE FASTENERS ARE APPROVED FOR THE PRESSURE TREATED WOOD. IF PT WOOD IS IN DIRECTED CONTACT WITH OTHER METALS. PROVIDE MEMBRANE BARRIER TO PREVENT CORROSION OF THE METAL BY CHEMICALS USED IN THE PT PROCESS. NAILS ARE NOT PERMITTED AT ANY LOCATION ON THE ROOF ABOVE OR BELOW THE MEMBRANE. 13. G.C. TO ENSURE THAT ALL LOOSE ITEMS THAT COULD DAMAGE OR PUNCTURE THE ROOF MEMBRANE (NAILS, SCREWS, SCRAP SHEET METAL, ETC.) ARE REMOVED IMMEDIATELY. 14. PROVIDE ADHESIVE WALKWAY PADS TO ENSURE A PROTECTED PATH OF TRAVEL AROUND ALL MECHANICAL EQUIPMENT AND ACCESS POINTS. 15. ALL MEMBRANES, ADHESIVES, SEAMS PLATES, COVER BOARDS, ETC. TO BE COMPATIBLE AND APPROVED BY ROOFING MEMBRANE MFR. FOR USE TOGETHER. 16. ROOF DETAILS ARE TO INDICATE DESIGN INTENT ONLY. ALL ROOFING DETAILS ARE TO BE APPROVED BY ROOFING MEMBRANE MFR. FOR USE WITH THIS PROJECT AND SHALL COMPLY WITH A 20YEAR MIN. WARRANTY. DETAILS BY THE ARCHITECT DO NOT OVERRIDE THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MEMBRANE MFR. NOTIFY ARCHTECT OF ANY DISCREPANCY. 17. PAINT ALL EXPOSED GAS PIPING BRIGHT YELLOW. WARRANTY WITH MEP DRAWINGS AND OWNER. 18. ALL EQUIPMENT PLATFORMS SHALL BE INSTALLED LEVEL. 19. ROOF SLOPES ARE TYPICALLY CREATED BY SLOPED STRUCTURE, UNLESS NOTED OTHERWISE INDICATED. 20. PIPE STAND LOCATIONS SHALL BE COORDINATED BY THE CONTRACTOR BASED ON THE REFRIGERATION CONTRACTOR’S PIPING LAYOUT AND THE ROOF JOIST PROVIDER’S LAYOUT. ROOF JOIST PROVIDER SHALL COORDINATE WITH REFRIGERATION PIPING LAYOUT, AND PROVIDE JOISTS OF PROPER STRENGTH TO SUPPORT PIPE STANDS, IN LOCATIONS AS PROVIDED BY THE REFIRERATION CONTRACTOR. 21. ROOF STAIRS, INCLUDING STAIRS THAT CROSS OVER PIPE STANDS, SHALL BE SUPPLIED PER SPEC 055119. LOCATIONS OF CROSS OVER STAIRS SHALL BE COORDINATED BY THE CONTRACTOR BASED ON THE REFRIGERATION CONTRACTOR’S PIPING LAYOUT AND THE ROOF JOIST PROVIDER’S LAYOUT. GENERAL ROOF PLAN NOTES NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/7/2022 11:12:48 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat ROOF PLANS - BUILDING 1 AE104 Demontreville Jesuit Retreat 023-10341-000 10/07/2022 MRN / JTB SLW JTB MRN BUILDING 1 - DESIGN 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 BUILDING 1 - DESIGN SCALE:1/8" = 1'-0"A1 BUILDING 1 - ROOF PLAN KEYNOTE LEGEND A27 CRICKET A29 SCUPPER & DOWNSPOUT A36 CONTINUOUS RIDGE VENT A37 PREFINISHED METAL RAIN DIVERTER A38 SCUPPER WITH CHAIN; SEE B3/AE511 A54 RT-1W - CEDAR SHINGLES ON 2X TRUSSES A55 RT-2 - CEDAR SHINGLES OVER OUTDOOR SPACE A56 RT-3 - CEDAR SHINGLES OVER INDOOR SPACE A57 RT-4 - EPDM ROOF NO. DESCRIPTION DATE BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" W5W5 W12 W3 W13W12W12W12W12W12 A59 A60 A60 A54 A68 A44 CEDAR STONE CEDAR STONE BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" A2 AE501 C1 AE501 C2 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" A38 W2W3 W5W5 W6W6W6W6 W1W1W1W1 W1W1W1 W11 W4 W9W4W9 EQEQ EQEQ A54 A44 A45 A56A54 A60 A60 A59 A44 W5W5W6W6W6W6 W6W6 STONE CEDAR STONE STONE CEDAR CEDAR BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" A1 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" 1'-2 3/4"5'-6"1'-8"A45 A38 A35 W8 W3 W1W1 W5W5 W6W6W6W6W6 W6W6W6 W5W5 A60 A60 A44 A54 A68A68 W6W6 W6W6 W6 A59 CEDARSTONE CEDAR STONE CEDAR BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" W5W5 W12W12W12W12W12W12 W13 W3 A62A59 A54A68A68 STONE STONE BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" A2 AE501 C1 AE501 C2 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" A42 A43 W3 W2 W5W5 W6W6W6W6 W1W1W1 W1W1W1W1 W5W5 W6W6W6 W6W6W6W6W6 W5W5 A55 A56 A59A59 A62A44 A44 A54 A59 A44 W6W6 W6W6 STONE STONE STONE STONE STONE BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" C3 AE501 A1 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0"9'-2 1/2"A38 A45 A45 A35 W3 W2 W6W6 W5W5 W1W1W1W1W1W1W1W1W1W1W1W1W1W1 W10 W10 W3 A54A60 A44 A68 A44 A60 A59 A44 A62 A55 A68 A42 W5W5W5W6W6W6W6W6W6W5 A60 A59 W6W6 CEDAR STONE STONE CEDAR CEDAR STONE STONE STONESTONE STONE B1 AE201 B1 AE201 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" A2 AE501 C1 AE501 C2 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" STUDY 03B BEDROOM 08 BEDROOM 04 BASEMENT 027 LOBBY / ENTRY 01 BASEMENT 027 PATIO BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" A54 A56 A55 STONE STONE A1 AE201 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" C3 AE501 A1 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" HALLWAY 12 LINK 10 LOBBY / ENTRY 01 BASEMENT 027 BASEMENT 027 ELEV. ELEV. BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" A45 A35 7'-6"1'-5 1/2"W5 A60 A56A54 A55 A54 A59 A09 W5 STONE BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" A55 A59 A68 W5W5 STONE A1 AE201 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" LINK W5W5 A60 A55 A59 A59 A44 A68STONE CEDAR STONE NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/13/2022 2:06:19 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat EXTERIOR ELEVATIONS & SECTIONS - BUILDING 1 AE201 Demontreville Jesuit Retreat 023-10341-000 10/07/2022 MRN / JTB SLW JTB MRN BUILDING 1 - DESIGN 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 BUILDING 1 - DESIGN SCALE:1/8" = 1'-0"C1 NORTH EXTERIOR ELEVATION RESIDENTIAL WING SCALE:1/8" = 1'-0"D1 NORTH EXTERIOR ELEVATION SCALE:1/8" = 1'-0"D3 EAST EXTERIOR ELEVATION SCALE:1/8" = 1'-0"E4 EAST EXTERIOR ELEVATION RESIDENTIAL WING SCALE:1/8" = 1'-0"E1 SOUTH EXTERIOR ELEVATION SCALE:1/8" = 1'-0"C2 WEST EXTERIOR ELEVATION SCALE:1/8" = 1'-0"A1 EAST/WEST SECTION CUT - BUILDING 1 SCALE:1/8" = 1'-0"B1 NORTH/SOUTH SECTION CUT - BUILDING 1 KEYNOTE LEGEND A09 WOOD BURNING FIREPLACE: ADD ALTERNATE. MANUFACTURER: JC BORDELET. MODEL: ZELIA 908 HTTP://WWW.SCULPTFIREPLACES.COM.AU/ A35 PREFINISHED METAL DOWNSPOUT A38 SCUPPER WITH CHAIN; SEE B3/AE511 A42 MANKATO KASOTA STONE CLAD PLANTER BOX A43 MANKATO KASOTA STONE CLAD LANDSCAPE WALL. SEE D2/AE510 A44 MANKATO KASOTA STONE SILL TYP. A45 PREFINISHED METAL COPING A54 RT-1W - CEDAR SHINGLES ON 2X TRUSSES A55 RT-2 - CEDAR SHINGLES OVER OUTDOOR SPACE A56 RT-3 - CEDAR SHINGLES OVER INDOOR SPACE A59 MANKATO KASOTA STONE VENEER, SPLIT FACE A60 CEDAR SIDING, RABBETTED BEVEL, 4 1/2" EXPOSED FACE WIDTH A62 ALUMINUM CLAD WOOD DOOR A68 ALUMINUM CLOSURE BY WINDOW MFGR, FINISH TO MATCH ALUM CLADDING AT WINDOWS AND DOORS SCALE:1/8" = 1'-0"C5 SOUTH EXTERIOR ELEVATION 2 SCALE:1/8" = 1'-0"B4 WEST EXTERIOR ELEVATION 2 NO. DESCRIPTION DATE BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" W5W5 W12 W3 W13W12W12W12W12W12 A59 A60 A60 A54 A68 A44 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" A2 AE501 C1 AE501 C2 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" A38 W2W3 W5W5 W6W6W6W6 W1W1W1W1 W1W1W1 W11 W4 W9W4W9 EQEQ EQEQ A54 A44 A45 A56A54 A60 A60 A59 A44 W5W5W6W6W6W6 W6W6 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" A1 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" 1'-2 3/4"5'-6"1'-8"A45 A38 A35 W8 W3 W1W1 W5W5 W6W6W6W6W6 W6W6W6 W5W5 A60 A60 A44 A54 A68A68 W6W6 W6W6 W6 A59 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" W5W5 W12W12W12W12W12W12 W13 W3 A62A59 A54A68A68 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" A2 AE501 C1 AE501 C2 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" A42 A43 W3 W2 W5W5 W6W6W6W6 W1W1W1 W1W1W1W1 W5W5 W6W6W6 W6W6W6W6W6 W5W5 A55 A56 A59A59 A62A44 A44 A54 A59 A44 W6W6 W6W6 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" C3 AE501 A1 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0"9'-2 1/2"A38 A45 A45 A35 W3 W2 W6W6 W5W5 W1W1W1W1W1W1W1W1W1W1W1W1W1W1 W10 W10 W3 A54A60 A44 A68 A44 A60 A59 A44 A62 A55 A68 A42 W5W5W5W6W6W6W6W6W6W5 A60 A59 W6W6 B1 AE201 B1 AE201 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" A2 AE501 C1 AE501 C2 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" STUDY 03B BEDROOM 08 BEDROOM 04 BASEMENT 027 LOBBY / ENTRY 01 BASEMENT 027 PATIO BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" A54 A56 A55 A1 AE201 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" C3 AE501 A1 AE501 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" HALLWAY 12 LINK 10 LOBBY / ENTRY 01 BASEMENT 027 BASEMENT 027 ELEV. ELEV. BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" A45 A35 7'-6"1'-5 1/2"W5 A60 A56A54 A55 A54 A59 A09 W5 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" A55 A59 A68 W5W5 A1 AE201 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT WING 117'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" LINK W5W5 A60 A55 A59 A59 A44 A68 NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/7/2022 11:12:52 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat EXTERIOR ELEVATIONS & SECTIONS - BUILDING 1 AE201 Demontreville Jesuit Retreat 023-10341-000 10/07/2022 MRN / JTB SLW JTB MRN BUILDING 1 - DESIGN 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 BUILDING 1 - DESIGN SCALE:1/8" = 1'-0"C1 NORTH EXTERIOR ELEVATION RESIDENTIAL WING SCALE:1/8" = 1'-0"D1 NORTH EXTERIOR ELEVATION SCALE:1/8" = 1'-0"D3 EAST EXTERIOR ELEVATION SCALE:1/8" = 1'-0"E4 EAST EXTERIOR ELEVATION RESIDENTIAL WING SCALE:1/8" = 1'-0"E1 SOUTH EXTERIOR ELEVATION SCALE:1/8" = 1'-0"C2 WEST EXTERIOR ELEVATION SCALE:1/8" = 1'-0"A1 EAST/WEST SECTION CUT - BUILDING 1 SCALE:1/8" = 1'-0"B1 NORTH/SOUTH SECTION CUT - BUILDING 1 KEYNOTE LEGEND A09 WOOD BURNING FIREPLACE: ADD ALTERNATE. MANUFACTURER: JC BORDELET. MODEL: ZELIA 908 HTTP://WWW.SCULPTFIREPLACES.COM.AU/ A35 PREFINISHED METAL DOWNSPOUT A38 SCUPPER WITH CHAIN; SEE B3/AE511 A42 MANKATO KASOTA STONE CLAD PLANTER BOX A43 MANKATO KASOTA STONE CLAD LANDSCAPE WALL. SEE D2/AE510 A44 MANKATO KASOTA STONE SILL TYP. A45 PREFINISHED METAL COPING A54 RT-1W - CEDAR SHINGLES ON 2X TRUSSES A55 RT-2 - CEDAR SHINGLES OVER OUTDOOR SPACE A56 RT-3 - CEDAR SHINGLES OVER INDOOR SPACE A59 MANKATO KASOTA STONE VENEER, SPLIT FACE A60 CEDAR SIDING, RABBETTED BEVEL, 4 1/2" EXPOSED FACE WIDTH A62 ALUMINUM CLAD WOOD DOOR A68 ALUMINUM CLOSURE BY WINDOW MFGR, FINISH TO MATCH ALUM CLADDING AT WINDOWS AND DOORS SCALE:1/8" = 1'-0"C5 SOUTH EXTERIOR ELEVATION 2 SCALE:1/8" = 1'-0"B4 WEST EXTERIOR ELEVATION 2 NO. DESCRIPTION DATE MANKATO KASOTA STONE VENEER CEDAR SIDING GLAZING 27% OF EXTERIOR WALL 25% OF EXTERIOR WALL 48% OF EXTERIOR WALL DN 1. FINISH FLOOR ELEVATION (FFE) 100'-0". SEE CIVIL PLANS FOR SITE DATUM TO COORDINATE WITH FINISHED FLOOR ELEVATION. 2. PENETRATIONS THROUGH NON-RATED FLOORS TO BE SEALED AT BOTH SIDES WITH MATERIALS APPROPRIATE TO THE ASSEMBLY CONSTRUCTION TO REDUCE SOUND TRANSMISSION. 3. PROVIDE BLOCKING AS REQUIRED TO SUPPORT WALL-MOUNTED ITEMS (INCLUDING, BUT NOT LIMITED TO MARKER BOARDS, SIGNAGE, CASEWORK, MILLWORK & TOILET ACCESSORIES AND OWNER SUPPLIED FF&E). 4. PROVIDE BLOCKING AT RAILINGS & GUARDRAILS CAPABLE OF SUPPORTING THE POINT & UNIFORM LOADS REQUIRED BY CODE. 5. VERIFY CLEARANCES REQUIRED FOR INSTALLATION OF RECESSED OR SEMI- RECESSED EQUIPMENT & FIXTURES (E.G. CABINETS, DISPENSERS, PANELS, ETC.). NOTIFY ARCHITECT IMMEDIATELY IF SPECIFIED WALL TYPES DO NOT PROVIDE ADEQUATE SPACE FOR PROPER INSTALLATION. 6. FLOOR PLAN DIMENSIONS ARE LOCATED FROM THE FINISHED FACE OF PARTITIONS, UNLESS NOTED OTHERWISE. 7. MASONRY DIMENSIONS ARE NOMINAL UNO 8. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. 9. LOCATE DOOR FRAMES 4” CLEAR FROM ADJACENT PERPENDICULAR PARTITIONS (UNLESS NOTED OTHERWISE). 10. FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES & ACCESSORIES SEE SHEET GI020 11. FOR WINDOW TYPES & DETAILS, SEE SHEETS AE601. 12. REFER TO SHEET IN601 FOR FINISHES. 13. SEE MATERIAL I.D. LIST ON SHEET GI003 FOR MATERIAL/FINISH/OBJECT CODES NOTED IN THE DRAWINGS, WITH ASSOCIATED SPECIFICATION SECTIONS PROVIDED FOR REFERENCE. GENERAL FLOOR PLAN NOTES INTERIOR ELEVATION GENERAL NOTES 1. REFERENCE EQUIPMENT PLANS FOR ADDITIONAL INFORMATION ON EQUIPMENT. 2. PROVIDE BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED ITEMS (INCLUDING, BUT NOT LIMITED TO, MARKER BOARDS, SIGNAGE, CASEWORK, MILLWORK, WALL MOUNTED CHAIR HANGERS, AND TOILET ACCESSORIES). 3. VERIFY CLEARANCES REQUIRED FOR INSTALLATION OF RECESSED OR SEMI- RECESSED EQUIPMENT AND FIXTURES (E.G. CABINETS, DISPENSERS, PANELS, ETC.). NOTIFY ARCHITECT IMMEDIATELY IF SPECIFIED WALL TYPES DO NOT PROVIDE ADEQUATE SPACE FOR PROPER INSTALLATION. 4. FLOOR PLAN DIMENSIONS ARE LOCATED FROM THE FINISHED FACE OF PARTITIONS, UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. 5. ALIGN FINISHED FACE OF PLAM SOFFIT TO SIDE & FRONT OF PLAM DOOR AND PLAM CABINETS BELOW. 6. INSTALL INTEGRAL BOWL SINK TYPE 2 AT TOILET ROOMS, TYPICAL. REFER TO SPECIFICATIONS AND FINISH LEGEND 7. ALL BASE AND WALL CABINETS ADJACENT TO WALLS SHALL HAVE 1" MIN PLAM FILLERS TO MATCH CABINET FACE FINISH. 8. COUNTERTOPS TO BE SOLID SURFACE MATERIAL UNLESS OTHERWISE INDICATED. AT SIDE OF LAST BASE CABINET, PROVIDE 1" OVERHANG OF COUNTERTOP. 9. ALL DASHED AND HALFTONE ITEMS INDICATE FURNITURE PROVIDED BY OWNER. 10. ALL DASHED BLACK LINE ITEMS ARE EQUIPMENT UNLESS NOTED OTHERWISE. GC WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING SOME EQUIPMENT. REFER TO EQUIPMENT PLANS FOR ADDITIONAL INFORMATION. 11. CASEWORK TO BE STAINED WOOD AT BUILDING 1, PAINTED WOOD AT BUILDING 2. FLOOR PLAN LEGEND AREA NOT IN CONTRACT NEW WALLS AND DOORSDOOR #D4 AE201 D4 AE201 E1 AE201 E1 AE201 AE801 A2 01A145 SF STAIR 09 136 SF LINK 10 58 SF ELEV. 11 68 SF LINK 02 686 SF LOBBY / ENTRY 01 A2 AE501 C3 AE501 A1 AE501 C2 AE501 W6W6W6W6W5W5W2W2 W1W1W1W1W1W1W1 W1W1W1 W1W1W1 W1W1 W3 W11 W2 W3 W1W1W1W1W1 W1W1W1W1W1W1W1 3'-4" 13'-9 3/8"15'-7 3/8"11'-4 3/4"10'-8 1/4"1'-2 1/4"8'-4 1/4"Y3 Y3 Y3 W1W1 AE401 B5 A5 C5 A6 A33 A33A33 A33 6'-1 1/2" 1'-9 1/4"22'-1 3/4"X3 X3 X6Y6 D4 AE5513'-6"3'-6" 8'-10"3'-2" 5'-0" 3'-3" 5'-0" 5'-2 1/2" 5'-0" UPH-1 CUSHION UPH-1 CUSHION WD-3 UPH-1 CUSHION WD-3 WD-3 AE401 C4 A09 W4W9 W8 W10 W10 09A 09B 01B 3'-3"4'-11 3/8"14'-3"3'-4"4'-4 1/2"1'-4 1/2"1'-1" LANDSCAPE WALL: SEE D2/AE510 8'-10 3/16"13'-10 3/16" 4'-4 11/16" 6'-8 3/8"4'-0"8'-10 3/16"13'-4" PLANTER BOX: D2/AE510 SIM; NO STONE VENEER INSIDE AE510 B3 AE510 B1 AE510 B1 SIM AE510 D4 AE510 C4 ORIENT PORCELAIN TILE PAVERS IN SAME DIRECTION AS INTERIOR PORCELAIN TILE; ALIGN JOINTS 4'-0"8'-5 17/32" GRANTE TREAD/ RISER STONE COPING GRANTE TREAD/ RISER UPH-1 CUSHION X6 X3 X3 X3 Y3 X3 BELOW Y3 X3 BELOW X3 BELOW Y3 X3 BELOW BELOW BELOW OPEN TO BEYONDW2 W3 COVE LIGHTING WD-3 W8 W3 1'-8"1'-3 1/2" 1'-10 1/2" 3'-0" 2'-0" 1'-3 1/2" 3'-3" OAK CASING C2 AE501 OPEN TO BEYOND W3 W11 COVE LIGHTING UPH-1 CUSHION WD-3 D4 AE551 8'-10" 1'-3 1/2" 1'-7" 3'-1" 1'-7" 2'-1" 3'-1" 1'-7" 1'-7" 2'-7" 1'-3 1/2"1'-8"OAK CASING A09 A2 AE551 A1 AE551 A3 AE551 A5 AE551 W6W6W6W6 W5 W5 W2 W2 W3CTW-3 WD-3 WD-3 QZ-1 WC-1 METAL LEGS - PAINTED BLACK 3'-0" 1'-6"1"A16 COVE LIGHTING 7'-2"8'-7" WDB-1 3'-2" 1'-8" 2'-2" 1'-7" WD-3 WD-3 COVE LIGHTING 7'-2"1'-8"WD-3 UPH-1 CUSHION A09 OPEN TO BEYOND 1'-9 3/4" 2'-7" 1'-7" 2'-10 1/4" 1'-3 1/2"1'-8"WD-3 UPH-1 CUSHION OAK CASING NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:11:46 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat ENLARGED PLANS & INTERIOR ELEVATIONS - BUILDING 1 AE401 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 MRN / JTB SLW JTB CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSKEYNOTE LEGEND A09 WOOD BURNING FIREPLACE: ADD ALTERNATE. MANUFACTURER: JC BORDELET. MODEL: ZELIA 908 HTTP://WWW.SCULPTFIREPLACES.COM.AU/ A16 UNDER COUNTER REFRIGERATOR A33 AIR DIFFUSERS SCALE:1/4" = 1'-0"A1 BUILDING 1 - LOBBY AND VERTICAL CIRCULATION ENLARGED PLAN SCALE:1/4" = 1'-0"A5 BUILDING 1 LOBBY - EAST ELEVATION SCALE:1/4" = 1'-0"C5 BUILDING 1 LOBBY - NORTH ELEVATION SCALE:1/4" = 1'-0"B5 BUILDING 1 LOBBY - SOUTH ELEVATION SCALE:1/4" = 1'-0"A6 BUILDING 1 LOBBY - WEST ELEVATION NO. DESCRIPTION DATE SCALE:1/4" = 1'-0"C4 BUILDING 1 LOBBY - NORTH ACCENT WALL ELEVATION I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 A10 A04 ADA HEIGHT2'-10"3'-0" A03 SSM-1 CTW-2CTW-2CTW-2 PTB-2 CTT-1 CTW-1 C6 AE551 COUNTERTOP AND BACKSPLASH PLAM-2 A01 A02 A03 A03 A06 CTW-2 CTT-1 CTW-1 PTB-24'-0"CTW-2 A04 PTB-24'-0"CTT-1 CTW-1 SSM-1 A08 A03 A01 A02 CTT-1 CTW-1 PTB-24'-0"2'-10"A03 A01 A02 CTT-1 CTW-1 PTB-2 4'-0"A08 PTB-2 3'-0"A10 A01 A02 A05 3'-10" A04 SSM-1 4'-0"CTW-1 CTT-1 PTB-2 PLAM-1 PLAM-1 CTW-2CTW-2 B4 AE551 COUNTERTOP AND BACKSPLASH A01 SSM-1 4'-0"CTT-1 CTW-1 PTB-2 2'-6"5'-0"A23 E6 AE551 WDB-1 WB-3 WDB-1 WDB-1 WB-3 W5 W5 DRP-1 DRP-2 7'-0 7/8"WDB-1 AE402B2 B3 B4 B5 AE402 C4 C3 C2 C5 A06 A03A03 A04 A08 A03 A02 A01 A0316A 16 14A14 ADA BEDROOM 14 ADA TOILET 14A TOILET 16A BEDROOM 16 MAX 2'-0" 1'-8 1/4"11'-0 1/2"HOLD4'-6"6'-4"1'-0 1/2"9'-0"HOLD5'-0"11'-2"A13 A14 A15 A11 A12 A11 A15 A13 A14 A12 5'-6 1/2"HOLD3'-0 3/4"W5 W5 W5 W5 W6 W5 W5 A21 Y3 Y3 Y3 Y3 Y3 Y3 P6 P6P6 P6 P6P6 P6 P6 Q3 B3 AE402 D1 X3 BELOW X3 BELOW X3 BELOW X3 BELOW X3 BELOW 1'-8"AE402E21'-2 3/4"1. FINISH FLOOR ELEVATION (FFE) 100'-0". SEE CIVIL PLANS FOR SITE DATUM TO COORDINATE WITH FINISHED FLOOR ELEVATION. 2. PENETRATIONS THROUGH NON-RATED FLOORS TO BE SEALED AT BOTH SIDES WITH MATERIALS APPROPRIATE TO THE ASSEMBLY CONSTRUCTION TO REDUCE SOUND TRANSMISSION. 3. PROVIDE BLOCKING AS REQUIRED TO SUPPORT WALL-MOUNTED ITEMS (INCLUDING, BUT NOT LIMITED TO MARKER BOARDS, SIGNAGE, CASEWORK, MILLWORK & TOILET ACCESSORIES AND OWNER SUPPLIED FF&E). 4. PROVIDE BLOCKING AT RAILINGS & GUARDRAILS CAPABLE OF SUPPORTING THE POINT & UNIFORM LOADS REQUIRED BY CODE. 5. VERIFY CLEARANCES REQUIRED FOR INSTALLATION OF RECESSED OR SEMI- RECESSED EQUIPMENT & FIXTURES (E.G. CABINETS, DISPENSERS, PANELS, ETC.). NOTIFY ARCHITECT IMMEDIATELY IF SPECIFIED WALL TYPES DO NOT PROVIDE ADEQUATE SPACE FOR PROPER INSTALLATION. 6. FLOOR PLAN DIMENSIONS ARE LOCATED FROM THE FINISHED FACE OF PARTITIONS, UNLESS NOTED OTHERWISE. 7. MASONRY DIMENSIONS ARE NOMINAL UNO 8. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. 9. LOCATE DOOR FRAMES 4” CLEAR FROM ADJACENT PERPENDICULAR PARTITIONS (UNLESS NOTED OTHERWISE). 10. FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES & ACCESSORIES SEE SHEET GI020 11. FOR WINDOW TYPES & DETAILS, SEE SHEETS AE601. 12. REFER TO SHEET IN601 FOR FINISHES. 13. SEE MATERIAL I.D. LIST ON SHEET GI003 FOR MATERIAL/FINISH/OBJECT CODES NOTED IN THE DRAWINGS, WITH ASSOCIATED SPECIFICATION SECTIONS PROVIDED FOR REFERENCE. GENERAL FLOOR PLAN NOTES INTERIOR ELEVATION GENERAL NOTES 1. REFERENCE EQUIPMENT PLANS FOR ADDITIONAL INFORMATION ON EQUIPMENT. 2. PROVIDE BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED ITEMS (INCLUDING, BUT NOT LIMITED TO, MARKER BOARDS, SIGNAGE, CASEWORK, MILLWORK, WALL MOUNTED CHAIR HANGERS, AND TOILET ACCESSORIES). 3. VERIFY CLEARANCES REQUIRED FOR INSTALLATION OF RECESSED OR SEMI- RECESSED EQUIPMENT AND FIXTURES (E.G. CABINETS, DISPENSERS, PANELS, ETC.). NOTIFY ARCHITECT IMMEDIATELY IF SPECIFIED WALL TYPES DO NOT PROVIDE ADEQUATE SPACE FOR PROPER INSTALLATION. 4. FLOOR PLAN DIMENSIONS ARE LOCATED FROM THE FINISHED FACE OF PARTITIONS, UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. 5. ALIGN FINISHED FACE OF PLAM SOFFIT TO SIDE & FRONT OF PLAM DOOR AND PLAM CABINETS BELOW. 6. INSTALL INTEGRAL BOWL SINK TYPE 2 AT TOILET ROOMS, TYPICAL. REFER TO SPECIFICATIONS AND FINISH LEGEND 7. ALL BASE AND WALL CABINETS ADJACENT TO WALLS SHALL HAVE 1" MIN PLAM FILLERS TO MATCH CABINET FACE FINISH. 8. COUNTERTOPS TO BE SOLID SURFACE MATERIAL UNLESS OTHERWISE INDICATED. AT SIDE OF LAST BASE CABINET, PROVIDE 1" OVERHANG OF COUNTERTOP. 9. ALL DASHED AND HALFTONE ITEMS INDICATE FURNITURE PROVIDED BY OWNER. 10. ALL DASHED BLACK LINE ITEMS ARE EQUIPMENT UNLESS NOTED OTHERWISE. GC WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING SOME EQUIPMENT. REFER TO EQUIPMENT PLANS FOR ADDITIONAL INFORMATION. 11. CASEWORK TO BE STAINED WOOD AT BUILDING 1, PAINTED WOOD AT BUILDING 2. FLOOR PLAN LEGEND AREA NOT IN CONTRACT NEW WALLS AND DOORSDOOR #AE402 D3 D4 D5 D2 A05A02 A01A04A10 A08 TOILET 16A 3'-0 5/8"MIN2'-8"MIN 2'-0"MAX2'-0"3'-1 1/8" 3'-6 5/8" B3 P6 Q3 3'-0"8'-8" A26 PLAM-3 D1 AE551 B3 AE551 A5 AE601 CEDAR REVEAL WDB-1WDB-1 WD-1 CEDAR 8'-0"A NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:11:50 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat ENLARGED PLANS & INTERIOR ELEVATIONS - BUILDING 1 AE402 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 MRN / JTB SLW JTB CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSSCALE:1/4" = 1'-0"B4 ADA TOILET TYPICAL - ELEVATION 3 SCALE:1/4" = 1'-0"B3 ADA TOILET TYPICAL - ELEVATION 2 SCALE:1/4" = 1'-0"B5 ADA TOILET TYPICAL - ELEVATION 4 SCALE:1/4" = 1'-0"B2 ADA TOILET TYPICAL - ELEVATION 1 SCALE:1/4" = 1'-0"D4 TOILET TYPICAL - ELEVATION 3 SCALE:1/4" = 1'-0"D3 TOILET TYPICAL - ELEVATION 2 SCALE:1/4" = 1'-0"D5 TOILET TYPICAL - ELEVATION 4 SCALE:1/4" = 1'-0"D2 TOILET TYPICAL - ELEVATION 1 SCALE:1/4" = 1'-0"C4 TYPICAL BEDROOM ELEVATION 3 SCALE:1/4" = 1'-0"C3 TYPICAL BEDROOM ELEVATION 2 SCALE:1/4" = 1'-0"C5 TYPICAL BEDROOM ELEVATION 4 SCALE:1/4" = 1'-0"C2 TYPICAL BEDROOM ELEVATION 1 SCALE:1/4" = 1'-0"A1 BUILDING 1 - ROOM AND TOILET TYPICAL ENLARGED PLAN KEYNOTE LEGEND A01 FLOOR MOUNTED WATER CLOSET A02 TOILET PAPER DISPENSER A03 GRAB BARS A04 SINK A05 SHOWER A06 ROLL-IN SHOWER WITH FOLDING SHOWER SEAT A08 TOWEL RACK A10 WALL HUNG MIRROR A11 BED AND BEDFRAME BY OTHERS A12 NIGHT STAND BY OTHERS A13 DESK BY OTHERS A14 DESK CHAIR BY OTHERS A15 ACCENT CHAIR BY OTHERS A21 WALL MOUNTED PLAM SHELF AND RACK A23 WALL SHELF A26 SERVICE SINK SCALE:1/4" = 1'-0"D1 TYPICAL TOILET ROOM - BUILDING 1 NO. DESCRIPTION DATE SCALE:1/4" = 1'-0"E1 WORK SURFACE ELEVATION - BUILDING 1 LOWER LEVEL SCALE:1/4" = 1'-0"E2 TYPICAL BEDROOM ENTRY I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 NOT UPDATED TO 10 BEDROOMS BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" FLOOR/CEILING TYPE FC-1 WATER PROOFING AND DRAINAGE MAT GRANULAR FILL DRAIN TILE TRAP ROCK MULCH TYP AT PERIMETER WALL TYPE STONE Y3 2" RIGID INSULATION TO 48" BELOW GRADE WALL TYPE CEDAR SIDING Y4 ROOF TYPE RT-1 LINK AE511 B6 AE510 A6 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" FLOOR/CEILING TYPE FC-1 WATER PROOFING AND DRAINAGE MAT GRANULAR FILL DRAIN TILE TRAP ROCK MULCH TYP AT PERIMETER WALL TYPE Y3 2" RIGID INSULATION TO 48" BELOW GRADE WALL TYPE LINK AE511 B4 AE510 A6 7'-6 3/32"BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" AE511 E3 FLOOR/CEILING TYPE FC-1 WATER PROOFING AND DRAINAGE MAT GRANULAR FILL DRAIN TILE TRAP ROCK MULCH TYP AT PERIMETER 2" RIGID INSULATION TO 48" BELOW GRADE 8"AE510 A6 4'-10 5/8"7'-5" TO ROUGH SILLR.O.1'-3 1/2"12 4 ROOF TYPE R-2 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256"(18) COURSES AT 5.25"7'-10 1/2"TO F.O. FOUNDATION 4'-2 3/8" SIM AE510 A4 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" FLOOR/CEILING TYPE FC-1 WATER PROOFING AND DRAINAGE MAT GRANULAR FILL DRAIN TILE TRAP ROCK MULCH TYP AT PERIMETER 2" RIGID INSULATION TO 48" BELOW GRADE WALL TYPE Y3 12 4 ROOF TYPE R-1 UPHOLSTERED CUSHION, CONT BOOKSHELF DIFFUSER LOBBY SUSPENDED CEDAR CEILINGTO F.O. FOUNDATION 4'-2 3/8"8"(5) COURSES @ 5.25"2'-2 1/4"WORKING POINT: TOP CORNER OF ROOF SHEATHING 7'-2"CONTINUOUS UPLIGHT WITH WOOD ENCLOSURE TO EXTERIOR FACE OF STUD 4'-10 5/8" 8 1/4"1'-8"AE511 D6 AE510 E4 AE551 D4 AE510 A6 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" FLOOR/CEILING TYPE FC-1 GRANULAR FILL DRAIN TILE WALL TYPE __ 12 4 DIFFUSER - LOBBY - SUSPENDED CEDAR CEILING (5) COURSES @ 5.25"2'-2 1/4"WORKING POINT: TOP CORNER OF ROOF SHEATHING (13) COURSES @ 5.25"5'-8 1/4"ALIGN NOSING OF PATIO EDGE WITH EDGE OF ROOF EAVE 20mm THICK PORCELAIN TILE EXTERIOR PAVERS MUD BED 4" THICK CONC SLAB 4" NOM THICKNESS STONE VENEER STEEL COLUMN CEDAR SOFFIT CEDAR SOFFIT 12 1/4" CONC PIER AND FOOTING BEYOND 16'-10"TO WORKING POINT8'-2"3'-1 1/2" - PORCH -7'-2 3/8"8 1/8"7'-2"CONTINUOUS UPLIGHT WITH WOOD ENCLOSURE AE511 D3 SIM AE510 A6AE510 B3 AE510 E4 AE511 D6 SIM GRANITE TREAD, CONT NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:11:58 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat WALL SECTIONS - BUILDING 1 AE501 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 MRN / JTB SLW JTB CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSSCALE:1/2" = 1'-0"A2 BUILDING 1 - EAST LINK WALL SECTION SCALE:1/2" = 1'-0"A1 BUILDING 1 - NORTH LINK WALL SECTION SCALE:1/2" = 1'-0"C1 BUILDING 1 - SLEEPING ROOM WALL SECTION SCALE:1/2" = 1'-0"C2 BUILDING 1 - LOBBY WALL SECTION NO. DESCRIPTION DATE SCALE:1/2" = 1'-0"C3 BUILDING 1 - LOBBY AND PORCH SECTION CUT I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 (5) COURSES @ 5.25"2'-2 1/4"2"3/4" 1 1/2" 8"4"TRUSS DEPTHVERIFY8"1'-8 1/2"WOOD SIDING TYP EXP4 1/2"1 1/4"FRT WOOD STRIPS @ 2' O.C. VERT MAX STONE CAP PREFIN MTL FLASHING 5"MASONRY VENEER ANCHORS PER SPEC MORTAR NET THROUGH WALL FLASHING (DASHED) BLACKENED STAINLESS STL DRIP ROCK MULCH, SEE LANDSCAPE DWGS RIGID INSUL TO 48" BELOW GRADE DRAINAGE MAT WATER PROOFING TO F.O. STUD 8 1/4"1/2"CEMENTITIOUS TOPPING RT-1W METAL FLASHING FIBERGLASS CAP SHEET: EXTEND UP WALL 12" ICE AND WATERSHIELD TO LAP CAP SHEET COUNTER FLASHING AT METAL FLASHING WALL TYPE Y LAP VAPOR BARRIER UP SHAFT WALL SPRAY FOAM INSULATION ELEVATOR SILL CONCRETE FILL AT T.O.WALL EXTEND TOPPING OVER SHAFT WALL FC-1 FIRE CAULK 2"3/4" STONE CAP PREFIN MTL FLASHING MASONRY VENEER ANCHORS PER SPEC 1/2"1/4"1"3 1/4"5 5/8"4 7/8" AIR & MOISTURE BARRIER (DASHED) SELF ADHERED MEMBRANE FLASHINGROD & SEALANT WHITE OAK TRIM, WITH FINISH TO MATCH WINDOW 1/4"W x 1/4"DEEP REVEAL, WITH PAINTED HARDWOOD STRIP J-BEAD AT 2x4 WALL. SEE PLAN FOR LOCATIONS OF 2x6 WALL WHERE DEEPER SILL IS REQ'D. 4'-0"2'-0"2'-0"1'-0"1'-0"1'-0"1'-0"T.O. CONC PIER ELEV 109'-8 3/4" FFE BLDG 1 ELEV 100'-0"3 1/4"SMOOTH FACE STONE SPLIT FACE STONE 20mm THICK PORCELAIN TILE PAVERS MUD BED CONCRETE SLAB SAND BED 12 1/4 STEEL COLUMN BASEPLATE BEYOND MOISTURE RESISTANT GYP SHEATHING 1 5/8" MET STUDS STEEL COLUMN MASONRY ANCHORS, TYP JOINT REINFORCING, TYP SLAB SLOPE GROUT UP TO FIRST COURSE BED JOINT FACE OF GYP SHTG BACKUP WALL BEYOND: START BACKUP WALL AT TOP OF GROUT FILL MEMBRANE FLASHING FROM F.O. GYP SHTG INTO BED JOINT; HOLD BACK 3/4" FROM FACE OF STONE 1/2"1/4"1"8 1/4"F.O. FOUNDATIONLINE OF STONE SILL BELOW CEDAR SIDING SEALANT 2 1/2"1 1/2"CEDAR TRIM J-BEAD 1/4"W x 1/4"DEEP REVEAL WHITE OAK TRIM, WITH FINISH TO MATCH WINDOW SEALANT2 1/2"1/2"1/2"4 3/8"1/4"1/4"3 1/4"5 5/8"4 7/8"2 1/2"4 7/8"7/8" ALUM CLOSURE BY WINDOW MFGR LINE OF STONE SILL BELOW ALUM CLAD WOOD WINDOW: SEE SCHEDULE AND PLAN FOR LOCATIONS OF OPERABLE VS FIXED/ DIRECT GLAZED WINDOWS SMALLER PROFILE AT DIRECT GLAZED WINDOWS WHITE OAK WINDOW WHITE OAK TRIM, WITH FINISH TO MATCH WINDOW SPRAY APPLIED INSULATION WOOD SILL BELOW MICROLAM STUD SELF-ADHERING MEMBRANE FLASHING (DASHED) ROD & SEALANT 2 3/4"2 3/4"5 1/2"1/2"1/2"4 7/8"5 5/8"6"7/8"1/4"7 3/8"1/4"7 7/8"8 1/4" FACE OF FOUNDATION FIXED WINDOW / DIRECT GLAZE AT SOME CONDITIONS: SEE ELEVATIONSALUMINUM CLOSURE PLATE BY WINDOW MANUFACTURER SPRAY APPLIED INSULATION ALUMINUM CLAD WOOD WINDOW INTERMITTENT WD BLOCKING SPRAY APPLIED INSULATION WHITE OAK TRIM5"7" SELF-ADHERING MEMBRANE FLASHING (DASHED) ROD & SEALANT 10 15/16" VERIFY 3 1/4"3/4" 8 1/4"2"CEDAR TRIM: SLOPE TOP TO DRAIN PREFIN METAL FLASHING (BRONZE)1/2"CEDAR SIDING 4" MINAIR & MOISTURE BARRIER SELF-ADHERING MEMBRANE FLASHING EXTEND CEDAR TRIM TO OUTER EDGE OF CEDAR JAMB TRIM WHITE OAK LIGHT SHELF ENCLOSURE MITER JOINT LINEAR, AIMABLE, LED UPLIGHT. SEE ELECTRICAL DRAWINGS. CONCEAL ALL WIRING AND BOXES. COORDINATE AIM OF LENS WITH DESIGNER. INTENT IS FOR LIGHT TO AIM AT CEILING, AND TO AVOID VERTICAL WALL SURFACE. 1" x 2" ANGLE, CONTINOUS W/ COUNTERSUNK LAG SCREWS @ 12" O.C. WHITE OAK LIGHT SHELF ENCLOSURE MITER JOINT LINEAR, AIMABLE, LED UPLIGHT. SEE ELECTRICAL DRAWINGS. CONCEAL ALL WIRING AND BOXES. COORDINATE AIM OF LENS WITH DESIGNER. INTENT IS FOR LIGHT TO AIM AT CEILING, AND TO AVOID WINDOW.2 1/2"1/2"1/2"4 3/8"1/4"5 5/8" 7/8" ALUM CLOSURE BY WINDOW MFGR ALUM CLAD WOOD WINDOW: SEE SCHEDULE AND PLAN FOR LOCATIONS OF OPERABLE VS FIXED/ DIRECT GLAZED WINDOWS WHITE OAK TRIM, WITH FINISH TO MATCH WINDOW SPRAY APPLIED INSULATION MICROLAM STUD SELF-ADHERING MEMBRANE FLASHING (DASHED) ROD & SEALANT FACE OF WALL BEYOND 3 1/4"8 1/4" RF-4 WALL TYPE Y MEMBRANE FLASHING SEALANT COUNTER FLASHING1'-4" NOMINALT.O. FOUND WALL ELEV 109'-8 3/4" FFE BLDG 1 ELEV 100'-0"1'-9"2"AD MAJORAM DEI GLORIAM SPLIT FACE STONE CMU CORE STONE SLAB COPING COPING ABOVE SPLIT FACE STONE CARVED LETTERING SMOOTH FACED STONES WHERE CARVED TEXT OCCURS CONCRETE FOUNDATION WALL TO 48" BELOW GRADE LOCATE CARVED DATE STONE WITH YEAR OF CONSTRUCTION COMPLETION AT LOCATION NEAR MAIN ENTRY AS DIRECTED BY OWNER AND ARCHITECT 3 1/4"5 5/8"4 7/8" LINE OF STONE SILL BELOW ALUM CLAD WOOD WINDOW: SEE SCHEDULE AND PLAN FOR LOCATIONS OF OPERABLE VS FIXED/ DIRECT GLAZED WINDOWS SMALLER PROFILE AT DIRECT GLAZED WINDOWS WHITE OAK TRIM, WITH FINISH TO MATCH WINDOW SPRAY APPLIED INSULATION WOOD SILL BELOW 3 1/4"5 5/8"4 7/8"CLEAR SILICONE SEALANT FLASHING BELOW STONE CAP BELOW SOLID STONE PIECE AT CORNER; SHAPE TOP FOR SLOPE ONE-PIECE CORNER WINDOW UNIT AE510 C4 NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:12:02 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat EXTERIOR DETAILS AE510 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 MRN / JTB SLW JTB CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSNO. DESCRIPTION DATE SCALE:1 1/2" = 1'-0"A6 SECTION at BLDG 1 BASE SCALE:1 1/2" = 1'-0"A2 EXTERIOR ROOF DETAIL SCALE:1 1/2" = 1'-0"A1 ELEVATOR DETAIL SCALE:3" = 1'-0"A4 SILL at BLDG 1 SCALE:1 1/2" = 1'-0"B3 BASE at STONE PIER SCALE:3" = 1'-0"B4 JAMB at BLDG 1 SCALE:3" = 1'-0"C4 VERT MULL @ WOOD WINDOW TYP SCALE:3" = 1'-0"D4 VERT MULL w/ STEEL COL SCALE:3" = 1'-0"E4 HEAD at LIGHT SHELF SCALE:3" = 1'-0"F4 HORIZ MULL at LIGHT SHELF SCALE:1 1/2" = 1'-0"A3 DETAIL AT LOW ROOF SCALE:1 1/2" = 1'-0"D2 LANDSCAPE WALL SCALE:3" = 1'-0"B1 CORNER WINDOW I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 ICE AND WATER SHIELD, CONTINUOUS, DASHED 4'-2 3/8" 2'-6 3/8"8 1/8"5 3/4"1 1/2"2 5/8"3'-1 1/2" 8 1/4" 1'-8"FACE OF FOUNDATION4'-10 5/8"8"7"T.O. PLYWD DECK ELEV 110'-0" PREFINISHED METAL FLASHING 1X6 SHIPLAP CEDAR SOFFIT INSECT MESH, BLACK 18 GA BENT METAL PLATE @ 18" O.C. CEDAR SHINGLE ROOFING TREATED WOOD BLOCKING 18°12 4 PLYWOOD ROOF DECK 7/8" HAT CHANNELS AT 18" O.C., TYP 10" LIGHT GAUGE STEEL FRAMING: SEE STRUCTURAL CEDAR SIDING WOOD BLOCKING SPRAY APPLIED INSULATION 1X6 SHIPLAP CEDAR SOFFIT 2X8 METAL STUD FURRING STEEL CHANNEL: SEE STRUCTURAL 1/2" PLYWOOD 10 5/8" 2 '-1 5 /8 "72°8 1/4"FACE OF FOUNDATIONT.O. PLYWD DECK ELEV 110'-0" PREFINISHED METAL FLASHING T.O. PAPAPET ELEV 108'-10"2 10 5 5/8"FINISHED CEILING ELEV 107'-6"4"B.O. EAVE FLASHING BEYOND WOOD SIDING BEYOND EXTEND PREFIN MTL FLASHING UNDER SIDING PREFIN MTL FLASHING PREFIN MTL COPING EPDM ROOF MEMBRANE: EXTEND UNDER COPING TO BOTTOM FACE PREFIN MTL DRIP SLOPE OF ROOF AT SCUPPER CRICKET/ COUNTER SLOPE SPRAY APPLIED INSULATION 2X10 ROOF JOIST, SEE STRUCT 1 5/8" CEDAR SHINGLE ROOF BEYOND 5/8" TYPE X GWB RESILIENT CHANNELS 8 1/4"FACE OF FOUNDATIONT.O. PLYWD DECK ELEV 110'-0" PREFINISHED METAL FLASHING T.O. PAPAPET ELEV 109' 2 1/2"2 10 FINISHED CEILING ELEV 107'-6"4"B.O. EAVE FLASHING BEYOND WOOD SIDING BEYOND EXTEND PREFIN MTL FLASHING UNDER SIDING PREFIN MTL COPING EPDM ROOF MEMBRANE: EXTEND UNDER COPING TO BOTTOM FACE PREFIN MTL DRIP SLOPE OF ROOF AT SCUPPER CRICKET/ COUNTER SLOPE SPRAY APPLIED INSULATION 2X10 ROOF JOIST, SEE STRUCT CEDAR SHINGLE ROOF BEYOND 10 1/8"9 1/2"1 5/8" COPING BEYOND EPDM ROOF MEMBRANE: LAP OVER SCUPPER 6" MIN SCUPPER: 10 GAUGE COPPER PLATE, 12" WIDE AT BASE SPRAY APPLIED INSULATION TO R40 2X10 ROOF JOIST, SEE STRUCT 2'-1 5/8" STAINLESS STEEL LAG SCREWS1 1/2"2 1 12 7 /256" COPPER CHAIN TO WITHIN 12" OF GROUND SLOPE 4" SEALANT SLNT CONTINUOUS TAPERED INSULATION: 1" THICK AT EDGE/ LOW END OF SLOPE MEMBRANE FLASHING (DASHED): LAP FROM ROOF INSUL OVER PLYWD, LAP OVER AIR BARRIER ICE AND WATER SHIELD, CONTINUOUS, DASHED 8" CEDAR SHINGLE ROOFING 18°12 4 PLYWOOD ROOF DECK 7/8" HAT CHANNELS AT 18" O.C., TYP 10" LIGHT GAUGE STEEL FRAMING: SEE STRUCTURAL SPRAY APPLIED INSULATION 1X6 SHIPLAP CEDAR SOFFIT 2X8 METAL STUD FURRING STEEL CHANNEL: SEE STRUCTURAL 1/2" PLYWOOD T.O. PAPAPET ELEV 109' 2 1/2" FINISHED CEILING ELEV 107'-6"4"1/4"1"8 1/2"5 1/4"2 810 1/8"9 1/4"PREFIN MTL COPING EPDM ROOF MEMBRANE SPRAY APPLIED INSULATION TO R40 J-BEAD, WITH 1/4" REVEAL, TYP HARDWOOD CASING ICE AND WATER SHIELD, CONTINUOUS, DASHED 1'-4 3/8" 5 3/4"1 1/2"2 5/8"8 1/4"FACE OF FOUNDATION2'-0 5/8" T.O. PLYWD DECK ELEV 110'-0" PREFINISHED METAL FLASHING 1X6 SHIPLAP CEDAR SOFFIT INSECT MESH, BLACK CEDAR SHINGLE ROOFING TREATED WOOD BLOCKING 18°12 4 PLYWOOD ROOF DECK FACE OF STUDWIDE OVERHANG BEYOND: SLOPE AND MITER FASCIA, CONNECT VENT SLOT RUN CEDAR SOFFIT BOARDS ALONG SLOPED SECTION OF SOFFIT TO CONNECT NARROW/ HIGH SOFFIT TO WIDE/LOW SOFFIT 10 5/8"9"1'-7 5/8"ICE AND WATER SHIELD, CONTINUOUS, DASHED 4'-2 3/8" 5 3/4"1 1/2"2 5/8"8 1/4"FACE OF FOUNDATION4'-10 5/8" T.O. PLYWD DECK ELEV 109'-0 5/8" PREFINISHED METAL FLASHING 1X6 SHIPLAP CEDAR SOFFIT INSECT MESH, BLACK CEDAR SHINGLE ROOFING TREATED WOOD BLOCKING 18°12 4 PLYWOOD ROOF DECK FACE OF STUD1'-7 5/8"INSULATION & BAFFLE ICE AND WATER SHIELD, CONTINUOUS, DASHED INTERSECTION OF PLWD AT PEAK ELEV 114'-3 3/4" AT LOBBY ELEV 116'-0 1/8" AT WINGS CEDAR SHINGLE ROOFING 18°12 4PLYWOOD ROOF DECK 7/8" HAT CHANNELS AT 18" O.C., TYP 10" LIGHT GAUGE STEEL FRAMING: SEE STRUCTURAL SPRAY APPLIED INSULATION TO R40: APPROX 6" THICK 1X6 SHIPLAP CEDAR SOFFIT 2X8 METAL STUD FURRING STEEL CHANNEL: SEE STRUCTURAL 1/2" PLYWOOD 1"1" CEDAR RIDGE SHINGLE COR-A-VENT V-600 RIDGE VENT INTERMITTENT TREATED WD BLOCKING 7/8"8"USE SAME RIDGE VENT AT 2x WOOD TRUSS FRAMED ROOFS OVER SLEEPING ROOM WINGS 1'-0"3 13/16"5 5/8"STEEL RIDGE BEAM ICE AND WATER SHIELD, CONTINUOUS, DASHED 2'-6 3/8"8 1/8"5 3/4"1 1/2"2 5/8"3'-1 1/2" T.O. PLYWD DECK ELEV 110'-0" @ HIGH CONDITION PREFINISHED METAL FLASHING 1X6 SHIPLAP CEDAR SOFFIT INSECT MESH, BLACK 18 GA BENT METAL PLATE @ 18" O.C. CEDAR SHINGLE ROOFING TREATED WOOD BLOCKING 18°12 4 PLYWOOD ROOF DECK 7/8" HAT CHANNELS AT 18" O.C., TYP 10" LIGHT GAUGE STEEL FRAMING: SEE STRUCTURAL WOOD BLOCKING STEEL CHANNEL: SEE STRUCTURAL 10 5/8"2 '-1 5 /8 "72°T.O. PLYWD DECK ELEV 108'-2" @ LOW CONDITION WHERE EAVE EXTENDS DOWN TO LOW CONDITION, MITER SOFFIT BOARDS, CONTINUE VENT SLOT AND INSECT SCREEN, JOIN PREFINISHED METAL EDGE FLASHING AT CLEAN, 45 DEGREE ANGLE CORNERS EAVE EXTENSION AT LOW CONDITION A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company12/13/2021 2:12:04 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat EXTERIOR DETAILS AE511 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 Checker Author Designer CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSNO. DESCRIPTION DATE SCALE:1 1/2" = 1'-0"D6 SECTION at BLDG 1 EAVE at LOBBY SCALE:1 1/2" = 1'-0"B6 SECTION at SHORT LINK ROOF SCALE:1 1/2" = 1'-0"B4 SECTION at LONG LINK ROOF SCALE:1 1/2" = 1'-0"B3 SECTION at SCUPPER SCALE:1 1/2" = 1'-0"D1 SECTION at ROOF TRANSITION SCALE:1 1/2" = 1'-0"E6 SECTION at BLDG 1 WING - NARROW SCALE:1 1/2" = 1'-0"E3 SECTION at BLDG 1 WING - WIDE SCALE:1 1/2" = 1'-0"E1 SECTION at BLDG 1 RIDGE SCALE:1 1/2" = 1'-0"D3 SECTION at BLDG 1 LOBBY OVERHANG I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 W1 W2 W3 W5 W61'-8" 5'-6" 1'-1 3/4"2'-4 1/4"1'-5"1'-10"7'-1" 1'-3 1/2"5'-6"1'-8"5'-6"1'-8"WINDOW TYPES 1'-5 1/2" 5'-6"3"1'-3 1/2"1'-10" W7 2'-11 1/2"2'-6" 5'-5 1/2" W4 W8 W9 W101'-8" 5'-6" 1'-8" W12 W131'-8" 5'-6" 2'-3 3/4"2'-3 3/8"5'-6"1'-8"W11 1'-1 1/2"1'-8" 5'-6" ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED, CORNER WINDOW WITHOUT CORNER MULLION ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED ALUMINUM-CLAD WOOD WINDOW, CASEMENT (FIXED W6 WINDOW ABOVE) ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED, CORNER WINDOW WITHOUT CORNER MULLION FIBERGLASS WINDOW, SINGLE HUNG ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED ALUMINUM-CLAD WOOD WINDOW, DIRECT GLAZED/ FIXED1'-8" 5'-6" 3'-5 15/16"1'-8" 5'-6" 5'-0 1/2"1'-8" 5'-6" 3'-9 1/16" F (FLUSH) NG (NARROW GLASS) FG (FULL GLASS) GL-1 DOOR TYPE LEGEND 6" 3" GL-1 AS SCHEDULEAS SCHEDULED 3'-5" 2'-9" 5"5" AS SCHEDULEDAS SCHEDULED AS SCHEDULED10"5"AS SCHEDULEDFG2 (FULL GLASS) 5" AS SCHEDULED 10"5"AS SCHEDULED5" 1 FRAME TYPE LEGEND 1"1"1" WOOD TRIMMED DOOR FRAME APPLY TO ALL DOORS THAT ARE NOT ALUMINUM, EXTERIOR OR THE RATED STAIR DOORS 2 EXTERIOR OR THE RATED STAIR DOORS INTERIOR WOOD FRAME ALUM CLAD WOOD FRAMES 1 1/2"1 1/2"1 1/2" 3 MEASLY HOLLOW METAL FRAME 2"2"2" THE RATED STAIR DOORS HARDWARE SETS SET 01 (TOILET ROOMS) 1 PASSAGE LATCH SET 3 5PB1 BUTT HINGES 1 SET SILENCERS 1 WALL STOP SET 02 (SLEEPING ROOMS) 1 OFFICE LOCK SET 1 SET SILENCERS 3 5PB1 BUTT HINGES 1 WALL STOP SET 03 (STORAGE ROOMS) 1 STORE ROOM LOCK SET 1 SET SILENCERS 3 5PB1 BUTT HINGES 1 WALL STOP SET 04 (DOUBLE DOOR CLOSET) 1 SET DUMMY LEVERS 2 SET RECESSED ROLLER LATCHES 6 5PB1 BUTT HINGES SET 05 (STAIRWELLS AND END OF CORRIDORS) 1 SET PANIC HARDWARE 1 SET SILENCERS 3 5PB1 BUTT HINGES 1 OVERHEAD CLOSER SET 06 (ALUMINUM ENTRANCE DOORS) 1 SET PANIC HARDWARE 1 SET SILENCERS 3 5PB1 BUTT HINGES 1 OVERHEAD CLOSER STUD PARTITION - SEE FLOOR PLAN FOR TYPE HEADER CONDITION @ OPENINGS OVER 4'-0" METAL RUNNER DOOR AS SCHEDULED DOOR AS SCHEDULED STUD PARTITION - SEE FLOOR PLAN FOR TYPEWIDTHAS SCHEDULEDA HEAD B JAMB2"5 7/8"2"4 7/8"WIDTHAS SCHEDULEDSEALANT DOUBLE STUD AT JAMB SEALANT DOOR AS SCHEDULED STUD PARTITION - SEE FLOOR PLAN FOR TYPE WIDTH AS SCHEDULED DOUBLE STUD AT JAMB 1" 1/4" REVEAL STUD PARTITION - SEE FLOOR PLAN FOR TYPE WIDTH AS SCHEDULED BUILDING 1 TRIM BUILDING 1 TRIM TYPE LEGEND 4"4"4" BUILDING 23"1/2" 2 1/2"2 1/2" AS SCHEDULED 1/2" NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:12:10 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat DOOR SCHEDULE AND OPENINGS - BUILDING 1 & 2 AE601 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 MRN / JTB SLW JTB CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSDOOR SCHEDULE BUILDING 1 DOOR NO. DOOR HDWE SET DOOR FRAME LABEL HOUR REMARKSWIDTH HEIGHT TYPE MAT'L FIN. TYPE MAT'L FIN. 01A 3'-0" 7'-0" 06 FG AL CLAD WD Aluminum-Marvin-Bronze 2 AL CLAD WD Aluminum-Marvin-Bronze -- 01B 3'-0" 7'-0" 06 FG AL CLAD WD Aluminum-Marvin-Bronze 2 AL CLAD WD Aluminum-Marvin-Bronze -- 03 3'-0" 7'-0" 05 FG AL CLAD WD Aluminum-Marvin-Bronze 2 AL CLAD WD Aluminum-Marvin-Bronze -- 04 3'-0" 7'-0" 02 F WD WD-2 1 WD WD-2 -- 04A 2'-10" 7'-0" 01 F WD WD-2 1 WD WD-2 -- 05 3'-0" 7'-0" 02 F WD WD-2 1 WD WD-2 -- 05A 2'-10" 7'-0" 01 F WD WD-2 1 WD WD-2 -- 06 3'-0" 7'-0" 02 F WD WD-2 1 WD WD-2 -- 06A 2'-10" 7'-0" 01 F WD WD-2 1 WD WD-2 -- 07 3'-0" 7'-0" 02 F WD WD-2 1 WD WD-2 -- 07A 2'-10" 7'-0" 01 F WD WD-2 1 WD WD-2 -- 08 3'-0" 7'-0" 03 F WD WD-2 1 WD WD-2 -- 09A 3'-0" 7'-0" 05 F AL CLAD WD Aluminum-Marvin-Bronze 2 AL CLAD WD P-1 45 09B 3'-0" 7'-0" 05 F HM Aluminum-Marvin-Bronze 3 HM CLAD WD Aluminum-Marvin-Bronze 45 12 3'-0" 7'-0" 05 FG AL CLAD WD Aluminum-Marvin-Bronze 2 AL CLAD WD Aluminum-Marvin-Bronze -- 13 3'-0" 7'-0" 02 F WD WD-2 1 WD WD-2 -- 13A 2'-10" 7'-0" 01 F WD WD-2 1 WD WD-2 -- 14 3'-0" 7'-0" 02 F WD WD-2 1 WD WD-2 -- 14A 3'-0" 7'-0" 01 F WD WD-2 1 WD WD-2 -- 15 3'-0" 7'-0" 02 F WD WD-2 1 WD WD-2 -- 15A 2'-10" 7'-0" 01 F WD WD-2 1 WD WD-2 -- 16 3'-0" 7'-0" 02 F WD WD-2 1 WD WD-2 -- 16A 3'-0" 7'-0" 01 F WD WD-2 1 WD WD-2 -- 25 3'-0" 7'-0" 03 F WD WD-2 1 WD WD-2 -- 26A 3'-0" 7'-0" 05 F AL CLAD WD Aluminum-Marvin-Bronze 2 AL Aluminum-Marvin-Bronze 45 26B 3'-0" 7'-0" 05 F AL CLAD WD Aluminum-Marvin-Bronze 2 AL Aluminum-Marvin-Bronze 45 WINDOW SCHEDULE WINDOW TYPE R.O. Sill Height HEAD HEIGHT COMMENTSWIDTH HEIGHT W1 1'-2 3/4" 5'-6 1/2" 1'-8" 7'-2" W2 2'-5 1/4" 5'-6 1/2" 1'-8" 7'-2" W3 1'-6" 5'-6 1/2" 1'-8" 7'-2" W4 3'-10 1/16" 5'-6 1/2" 1'-8" 7'-2" W5 1'-11" 5'-6 1/2" 1'-8" 7'-2" W6 1'-11" 1'-4" 7'-5" 8'-8 1/2" W7 3'-0 1/2" 5'-6" 2'-6" 7'-11 1/2" W8 5'-1 1/2" 5'-6 1/2" 1'-8" 7'-2" W9 3'-6 15/16" 5'-6 1/2" 1'-8" 7'-2" W10 1'-9" 5'-6 1/2" 1'-8" 7'-2" W11 11" 5'-6 1/2" 1'-8" 7'-2" W12 2'-4 13/16" 5'-6 1/2" 1'-8" 7'-2" W13 2'-4 3/8" 5'-6 1/2" 1'-8" 7'-2" DOOR SCHEDULE REMARKS 1. SCHEDULED SIZE IS NOMINAL CLEAR OPENING 2. COORDINATE DOOR WITH STORE FRONT VENDOR 3. PROVIDE MIN 16 GA METAL FRAMING AT PERIMETER OF OPENING NO. DESCRIPTION DATE SCALE:3" = 1'-0"A5 JAMB AT BUILDING 1 DOOR GL-1 I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 NOT UPDATED TO 10 BEDROOMS DN A3 AE801 A3 AE801 A5 AE801 A5 AE801 A6 AE801 A6 AE801 09A 09B 9'-3" 1'-0 3/8" 1'-1 1/2"11'-3"2'-6 1/2"8'-11 7/8"STAIR 094'-3 1/8"5'-6" 6T @ 11" MIN7'-8"4'-0 3/4" 6 3/4" 4'-0 3/4" 3'-3 1/8"3'-0 1/2"B6 B6 P6 2'-4 7/8"A48 A48 8'-4" CLR.6'-11" CLR. A3 AE801 A3 AE801 A5 AE801 A5 AE801 A6 AE801 A6 AE801 26B26A STAIR 026 ELEV 39 4'-0 3/4" 6 3/4" 4'-0 3/4"4'-3 1/8"9'-3" 10T @ 11" MIN4'-5 3/8"7'-5 1/8"8'-8 1/4" 2'-2 1/4" ELEV MECH 025 B6 B6 B6 B625 V3 B8 A69 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" A5 AE801 A5 AE801 A6 AE801 A6 AE801 BUILDING 1 - RIDGE AT LOBBY 114'-3 187/256" BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" STAIR 026 LOBBY / ENTRY 01 STAIR 09 ELEV. 11 ELEV 39 AE802 F4 AE802 C4 AE511 D1 14'-0"A27REFER TO ROOF PLAN 16'-10"HOISTWAY BEAM A70 ALIGN TYP A71 AE511 B6 SIM. AE510 A2 SIM. AE510 A3 BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" A3 AE801 A3 AE801 BUILDING 1 - ELEVATOR PIT FLOOR 86'-0"7'-6"A49 AE501 A1 A50 A61 3'-6"BUILDING 1 - LOWER LEVEL 90'-0" BUILDING 1 - LEVEL 1 100'-0" BUILDING 1 - ROOF 110'-0" A3 AE801 A3 AE801 BUILDING 1 - ELEVATOR PIT FLOOR 86'-0" 409 SF HALLWAY 12 4116 SF BASEMENT 027 AE510 A2 AE510 A115'-10"14'-0"2'-4 7/8" AE511 B6 SIM.6"2'-6"6"2'-6" A46A46 A47 AE501 A1 SIM. NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:12:15 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat VERTICAL CIRCULATION PLAN & SECTIONS - BUILDING 1 & 2 AE801 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 MRN / JTB SLW JTB CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSSCALE:1/4" = 1'-0"A2 BUILDING 1 - VERTICAL CIRCULATION PLAN SCALE:1/4" = 1'-0"A1 BUILDING 1 - LOWER LEVEL STAIR PLAN SCALE:1/4" = 1'-0"A3 BUILDING 1 STAIR / ELEVATOR SECTION CUT SCALE:1/4" = 1'-0"A5 BUILDING 1 STAIR SECTION CUT 2 SCALE:1/4" = 1'-0"A6 BUILDING 1 ELEVATOR SECTION CUT NO. DESCRIPTION DATE KEYNOTE LEGEND A27 CRICKET A46 6" X 30" EMBED PLATES FOR ELEVATOR SHAFT. CONFIRM SIZE WITH ELEVATOR MFGR. A47 HOISTWAY BEAM A48 TUBE STEEL FOR ELEVATOR RAILS. SEE STRUCTURAL A49 STRUCTURAL STOOP A50 VOID FORM A61 FINISHED WOOD CAP A69 PIT LADDER A70 ELEVATOR PIT DRAIN TO SUMP PUMP A71 WATERPROOFING AROUND ELEVATOR PIT. LAP UNDERSLAB VAPOR BARRIER I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 GENERAL FINISH NOTES 1. SEE SHEET GI003 FOR COMPLETE LIST OF SYMBOLS AND ABBREVIATIONS. 2. "UNO" WITHIN A ROOM FINISH TAG INDICATES A CHANGE IN FINISH. REFER TO FINISH PLANS, ELEVATIONS, REFLECTED CEILING PLANS , AND/OR DETAILS FOR EXTENTS OF CHANGES IN FINISHES. 3. REFER TO "SCHEDULE FOR FINISHES" FOR COLOR / MATERIAL INFORMATION. 4. FLOORING TRANSITIONS BETWEEN ROOMS SHALL BE AT CENTERLINE OF DOOR WHEN CLOSED, UNO. SEE IN500 SERIES SHEETS FOR FLOORING TRANSITION DETAILS. 5. ALL EXPOSED TILE EDGES TO BE FINISHED WITH METAL TRANSITION STRIP (TS), UNO. SEE FINISH PLANS, ELEVATIONS AND/OR DETAILS FOR LOCATIONS AND EXTENTS OF INSTALLATION. 6. SOFFITS SHALL BE PAINTED TO MATCH ADJACENT PARTITIONS AND/OR SURFACES, UNO. 7. FREESTANDING COLUMNS SHALL BE PAINTED TO MATCH WALL FIELD COLOR, UNO. 8. INSTALLATION PATTERNS OF FLOORING ARE INDICATED ON DRAWINGS. 9. INSTALLATION PATTERNS OF WALL TILE ARE INDICATED ON ELEVATIONS. 10. CONTRACTOR SHALL COORDINATE WALL MOUNTED DEVICES AMONG ALL CONTRACTORS WHOSE DEVICES ARE TO BE LOCATED IN A GIVEN SPACE. DEVICE SHALL BE ALIGNED WITH EACH OTHER AT A COMMON HEIGHT AND SHALL COMPLY WITH ADA ACCESSIBLE MOUNTING HEIGHTS AND LOCAL CODES AS INDICATED IN THE DOCUMENTS. DEVICES THAT ARE MOUNTED HIGHER ON A WALL SHALL BE ALIGNED VERTICALLY WITH OTHER DEVICES PRESENT BELOW. WHERE ALIGNMENT, LOCATION, OR HEIGHTS ARE UNCLEAR, CONTRACTOR SHALL NOTIFY ARCHITECT, PRIOR TO INSTALLATION. 11. WOOD BASE, DOORS, DOOR TRIM, AND WINDOW TRIM TO BE RIFT CUT WHITE OAK STAINED TO MATCH CEDAR CEILING IN BUILDING 1 ONLY. 12. WOOD BASE, DOORS, DOOR TRIM, AND WINDOW TRIM TO BE PAINTED P-8 IN BUILDING 2 ONLY. 13. PAINT SHEENS AS FOLLOWS: EGGSHELL ON TYPICAL GYPSUM WALLS NOT IN BATHROOMS; SEMI GLOSS ON METAL TRIM; SEMI GLOSS ON WOOD TRIM; SEMI GLOSS ON BATHROOM GYPSUM WALLS. OWNER'S PAINT STANDARD SHEENS SUPERSEDE THIS DIRECTION. 14. IN BATHROOMS AT CERAMIC WALL TILE, WHEN ACCESSORIES ARE PARTIALLY ON TILE AND PARTIALLY ON GYPSUM BOARD, PROVIDE A STAINLESS STEEL WASHER/SPACER FOR A FLUSH INSTALLATION. 15. IN BATHROOMS AT OUTSIDE CERAMIC TILE CORNERS, PROVIDE EDGE PROTECTION TS-3. FLOOR LEVELING FEATHERED OUT SO FINISH FLOORING IS FLUSH WITH TOP OF METAL EDGE STRIP CARPET TILE METAL EDGE TRANSITION (TS-2) RESILIENT FLOORING CARPET PORCELAIN FLOOR TILE (SLOPE 1/8" PER FOOT TO DRAIN) METAL EDGE TRANSITION (TS-1) W/ SEALANT TO MATCH GROUT COLOR FLOOR LEVELING FEATHERED OUT SO FINISH FLOORING IS FLUSH WITH TOP OF METAL EDGE STRIP FEATHER OUT 36" MIN. MORTAR BED FULL COVERAGE CRACK ISOLATION SHEET MEMBRANE AT TILE LARGER THAN 12" X 24" (PER ANSI A118.12) NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 12/13/2021 2:12:38 PM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat INTERIOR FINISH SCHEDULE AND DETAILS IN601 Demontreville Jesuit Retreat 023-10341-000 12/13/2021 VEP RAB RAB/VEP CONSTRUCTION DOCUMENTS 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 CONSTRUCTION DOCUMENTSSCHEDULE FOR FINISHES CODE DESCRIPTION MANUFACTURER PRODUCT SPECIFICATION SECTION Comments CPT-1 BROADLOOM CARPET TARKETT HOSPITALITY STYLE:1070 SEAGRASS, COLOR: 142, BACKING: ACTIONBAC, FIBER: 100% SOLUTION DYED NYLON, SYNTHETIC CARPET PAD 096816 SHEET CARPETING CPT-2 BROADLOOM CARPET RUG TARKETT HOSPITALITY STYLE: 4011 TRACE II, COLOR: 560, BACKING: UNITARY WITH ACTIONBAC, FIBER: 100% SOLUTION DYED NYLON, NON-SKID PAD 096816 SHEET CARPETING CPT-3 BROADLOOM CARPET TARKETT HOSPITALITY STYLE: D1263 RUNE, COLOR: 120, BACKING: ACTIONBAC, FIBER: 100% SOLUTION DYED NYLON, SYNTHETIC CARPET PAD 096816 SHEET CARPETING CPT-4 BROADLOOM CARPET RUG TARKETT HOSPITALITY STYLE: 111D SALTMARSH II, COLOR: 520, BACKING: UNITARY ACTIONBAC, FIBER 100% SOLUTION DYED NYLON, NON-SKID PAD 096816 SHEET CARPETING CTT-1 CERAMIC TILE TRIM TILE X DESIGN MFR: CITI TILE, COLLECTION: CORE, COLOR: BISCUIT. FINISH: GLOSSY. FORMAT: A4200 2" x 6" RADIUS CAP 093013 CERAMIC TILING CTW-1 CERAMIC TILE TILE X DESIGN MFR: CITI TILE, COLLECTION: CORE, COLOR: BISCUIT. FINISH: GLOSSY. SIZE: 4X10 093013 CERAMIC TILING TOILET WET WALLS / BUILDING 2 SHOWER WALLS CTW-2 CERAMIC TILE TILE X DESIGN MFR: LANDMARK CERAMICS. COLLECTION: TREK. COLOR: SAND. SIZE: 2" x 2" MOSAIC 093013 CERAMIC TILING BUILDING 1 SHOWER WALLS CTW-3 CERAMIC TILE CERAMIC TILEWORKS MFR: CERAMIC TILEWORKS. COLLECTION: COUNTRY. COLOR: ASH BLUE. FINISH: GLOSSY. SIZE 3" x 8" 093013 CERAMIC TILING LOBBY BACKSPLASH DRP-2 DRAPERY ARCHITEX NAME: TWILIGHT TIME, COLOR: CHOCOLATE 122200 CURTAINS AND DRAPES DRP-3 DRAPERY ARCHITEX NAME: TWILIGHT TIME, COLOR: GREYSTONE 122200 CURTAINS AND DRAPES ECT-1 ENTRANCE CARPET TILE TARKETT STYLE: ABRASIVE ACTION II 02578. COLOR: WINTER GRAY 19103. MODULAR TILE 24" X 24" 096813 TILE CARPET GT-1 GROUT MAPEI EPOXY. COLOR: 47 CHARCOAL 093013 CERAMIC TILING USE WITH PT-1 GT-2 GROUT MAPEI EPOXY. COLOR: 19 PEARL GRAY 093013 CERAMIC TILING USE WITH PT-4, PT-5, PTB-4 GT-3 GROUT MAPEI EPOXY. COLOR: 14 BISCUIT 093013 CERAMIC TILING USE WITH CTT-1, CTW-1 GT-4 GROUT MAPEI EPOXY. COLOR: 11 SAHARA BEIGE 093013 CERAMIC TILING USE WITH CTW-2, PT-2, PT-3, PTB-2 LVT-1 LUXURY VINYL TILE SHAW CONTRACT COLLECTION: TERRAIN II 20MIL 5mM 4110V. COLOR: PIRCH 00684 096519 RESILIENT TILE FLOORING LVT-2 LUXURY VINYL TILE SHAW CONTRACT COLLECTION: TERRAIN II 20MIL 5mM 4110V. COLOR: TRAIL 00256 096519 RESILIENT TILE FLOORING P-1 PAINT (FIELD) SHERWIN WILLIAMS SW9111 ANTLER VELVET 099123 INTERIOR PAINTING P-2 PAINT (CEILING) SHERWIN WILLIAMS SW7007 CEILING BRIGHT WHITE 099123 INTERIOR PAINTING P-3 PAINT (WALLS) HIRSHFIELD'S OWNER PROVIDED AXX-7, L-2, SS-2 099123 INTERIOR PAINTING P-4 PAINT (ACCENT) SHERWIN WILLIAMS SW7016 MINDFUL GRAY 099123 INTERIOR PAINTING P-5 PAINT (ACCENT) SHERWIN WILLIAMS SW7072 ONLINE 099123 INTERIOR PAINTING P-6 PAINT (FIELD) SHERWIN WILLIAMS SW6234 UNCERTAIN GRAY 099123 INTERIOR PAINTING P-7 PAINT (ACCENT) SHERWIN WILLIAMS SW7603 POOLHOUSE 099123 INTERIOR PAINTING P-8 PAINT (TRIM) SHERWIN WILLIAMS SW9165 GOSSAMER VEIL 099123 INTERIOR PAINTING PLAM-1 PLASTIC LAMINATE WILSONART RIVER CHERRY. FINISH: 38 FINE VELVET TEXTURE.064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS ELEVATOR WALLS PLAM-2 PLASTIC LAMINATE WILSONART COLOR: ALABASTER. FINISH: 60 MATTE.064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS ADA BATHROOM CASEWORK ACCESS PANELS PLAM-3 PLASTIC LAMINATE WILSONART COLOR: CRYSTAL. FINISH: 60 MATTE.064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS ADA BATHROOM CASEWORK ACCESS PANELS PT-1 PORCELAIN TILE KATE-LO TILE AND STONE MFR: ERGON, COLLECTION: CORNERSTONE, FORMAT: 18"X36", 984F9R NATURAL RETT. COLOR: SLATE BLACK, 1/8" GROUNT JOINT 093013 CERAMIC TILING BUILDING 1 LOBBY FLOORS PT-2 PORCELAIN TILE TILE X DESIGN MFR: LANDMARK CERAMICS. COLLECTION: TREK. COLOR: SAND. SIZE: 12" x 24". 1/8" GROUT JOINTS. 093013 CERAMIC TILING BATHROOM FLOORS PT-3 PORCELAIN TILE TILE X DESIGN MFR: LANDMARK CERAMICS. COLLECTION: TREK. COLOR: SAND. SIZE: 2" x 2" MOSAIC. 1/16" GROUT JOINTS. 093013 CERAMIC TILING SHOWER FLOORS PT-4 PORCELAIN TILE KATE-LO TILE AND STONE MFR: ERGON, COLLECTION: CORNERSTONE, FORMAT: 12"X24", 984F9R NATURAL RETT. COLOR SLATE GREY. 1/8" GROUT JOINTS. 093013 CERAMIC TILING BATHROOM FLOORS PT-5 PORCELAIN TILE KATE-LO TILE AND STONE MFR: ERGON, COLLECTION: CORNERSTONE, FORMAT: 30MM X 30MM. MOSAIC. 984F9R NATURAL RETT. COLOR SLATE GREY. 1/16" GROUT JOINT 093013 CERAMIC TILING SHOWER FLOORS PT-6 PORCELAIN TILE KATE-LO TILE AND STONE MFR: ERGON, COLLECTION: CORNERSTONE, FORMAT: 18"X36", 984F9R NATURAL RETT. COLOR SLATE GREY. 1/8" GROUT JOINTS 093013 CERAMIC TILING BUILDING 2 LOBBY FLOORS PTB-2 PORCELAIN TILE BASE TILE X DESIGN MFR: LANDMARK CERAMICS. COLLECTION: TREK. FORMAT: COVE BASE COLOR: SAND. 093013 CERAMIC TILING BUILDING 1 BATHROOM BASE PTB-4 PORCELAIN TILE BASE KATE-LO TILE AND STONE MFR: ERGON, COLLECTION: CORNERSTONE, FORMAT: COVE BASE. 984F9R NATURAL RETT. COLOR SLATE GREY 093013 CERAMIC TILING BUILDING 2 BATHROOM BASE QZ-1 QUARTZ CORIAN COLOR: STORM GREY LEATHERED 123661.19 QUARTZ AGGLOMERATE COUNTERTOPS RB-1 RESILIENT WALL BASE ROPPE 700 SERIES WALL BASE, STANDARD TOE BASE. COLOR: #178 PEWTER 123661.19 QUARTZ AGGLOMERATE COUNTERTOPS RST-1 RESILIENT STAIR TREAD ROPPE RAISED SQUARE TREAD PROFILE #94. COLOR: #178 PEWTER 096519 RESILIENT TILE FLOORING RT-1 RESILIENT LANDING TILE ROPPE RAISED SQUARE #994. SIZE 20"X20". COLOR: #178 PEWTER 096519 RESILIENT TILE FLOORING SSM-1 SOLID SURFACE CORIAN COLOR: RICE PAPER 066000 SOLID SURFACING SSM-2 SOLID SURFACE CORIAN COLOR: LINEN 066000 SOLID SURFACING TS-1 TRANSITION STRIP SCHLUTER SCHIENE. FINISH: ALUMINUM.093013 CERAMIC TILING USE AT TILE TO CARPET AND TILE TO RESILIENT TS-2 TRANSITION STRIP SCHLUTER VINPRO-S. FINISH: ALUMINUM.093013 CERAMIC TILING USE AT RESILIENT TO CARPET TS-3 TRANSITION STRIP SCHLUTER RONDEC. FINISH: CREAM COLOR-COATED ALUMINUM 093013 CERAMIC TILING USE AT PT-2, PTB-2,AND PT-3 TILE EDGES TS-4 TRANSITION STRIP SCHLUTER RONDEC. FINISH: GREY COLOR-COATED ALUMINUM 093013 CERAMIC TILING USE AT PTB-4 TILE EDGES UPH-1 UPHOLSTERY DESIGNTEX CLOUD VELVET. COLOR: REGAL BLUE.062023 INTERIOR FINISH CARPENTRY WC-1 WALLCOVERING WOLF GORDON BOODLE, ZINC, NAT 4107, WIDTH: 36", WEIGHT: 30 OZ 097200 WALLCOVERINGS WD-1 WOOD CEILING / PANELING CUSTOM WOOD CEILING / WALL PANELING SPECIES: CEDAR. STAIN TO MATCH ARCHITECT'S SAMPLE 062023 INTERIOR FINISH CARPENTRY WD-2 WOOD DOORS AND FRAMES - - SPECIES: WHITE OAK RIFT CUT, STAIN TO MATCH ARCHITECT'S SAMPLE. 081416 WOOD DOORS WD-3 WOOD MILLWORK - - SPECIES: WHITE OAK RIFT CUT, STAIN TO MATCH ARCHITECT'S SAMPLE. 062023 INTERIOR FINISH CARPENTRY WD-4 WOOD MILLWORK CUSTOM WOOD FINISH SPECIES: WHITE OAK RIFT CUT, STAIN TO MATCH LVT-2 062023 INTERIOR FINISH CARPENTRY WDB-1 WOOD BASE - - SPECIES: WHITE OAK RIFT CUT, STAIN TO MATCH ARCHITECT'S SAMPLE. SIZE: 4" HIGH EASED EDGE 062023 INTERIOR FINISH CARPENTRY WDB-2 WOOD BASE - - OWNER PROVIDED, PAINTED 062023 INTERIOR FINISH CARPENTRY SCALE:3" = 1'-0"A6 TRANSITION - RESILIENT TO CARPET (METAL) SCALE:3" = 1'-0"A4 DETAIL - FLOOR TILE TO CARPET OR RESILIENT TRANSITION NO. DESCRIPTION DATE I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Architect under thelaws of the State of Minnesota. Print Name: Signature: Date:License # Joseph T. Bower, AIA Dec 13, 2021 42,605 ELECTRICAL SYMBOLS PANELBOARD DENOTES WIRE SIZE OTHER THAN #12 AWG ANY CIRCUIT WITHOUT DESIGNATION IS A TWO WIRE CIRCUIT. ANY GREATER NUMBER OF WIRES IS INDICATED BY CROSS MARKS. LONG CROSSMARK IS NEUTRAL(GROUNDED) CIRCUIT NUMBERS INDICATES GROUND WIRE LP1 #8 1,3,5 HOME RUN DOT-SAFETY GRD.) (HOOK ISOLATED GRD; <100A3G>100A 3 G AMPERAGE # OF CONDUCTORS G = GROUND REQUIRED FEEDER TAG EQUIPMENT SHALL BE INSTALLED AT THE MOUNTING HEIGHTS INDICATED UNLESS SHOWN OTHERWISE ON THE ARCH. ELEVATIONS, NOTED ON THE DRAWINGS, OR IN THE SPECIFICATIONS. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE FROM FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON WALL ELEVATIONS, TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED ABOVE. LETTERS ADJACENT TO SYMBOLS INDICATE UNIT TYPE - SEE SPECS. DOTTED SYMBOLS INDICATE EXISTING DEVICES. TICK MARKS CONNECTED TO SYMBOLS INDICATE WALL MOUNTED DEVICES. 1. 2. 3. 4. 5. ACCESS CONTROL J-BOXAC COMBINATION CARD READER KEYPADCK CARD READERCR DURESS ALARMDA DOOR CONTACTDC ELECTRIC LOCKEL GLASS BREAK SENSORGB INTERCOMIC INTERCOM MASTERIM KEYPADKP LOCAL ALARMLA LOCK DOWNLD MOTION DETECTORMD PUSH BOTTONPB POWER DOOR OPERATORPO POWER SUPPLYPS INTEGRATION RELAYR WIRELESS DURESS REPEATERRP REQUEST-TO-EXIT DEVICERX WIRELESS DURESS RECEIVERWR WORK STATIONWS PAN/TILT/ZOOM SURVEILLANCE CAMERAC PTZ C CAMERA ROUGH-IN; PROVIDE (1) DATA DROP DOOR SECURITY ROUGH-IN; REFER TO DOOR SECURITY ROUGH-IN DETAIL NURSE CALL - PATIENT (CB, SA, AND PILLOW SPEAKER)N NURSE CALL - DUTY STATIONND NURSE CALL - CODE BLUENCB NURSE CALL - STAFF ASSISTNSA NURSE CALL - DOME LIGHT N DL NURSE CALL - TOILET PULLNT SAFETY SWITCH MOTOR STARTER COMBINATION MOTOR STARTER/SAFETY SWITCH T THERMOSTAT B RELAY ELECTRICALLY OPERATED SOLENOIDS GROUND CONDUIT STUB INDICATES DEVICES SHOWN UNDER COMMON COVERPLATE 46" 60" 60" 60" LIGHT FIXTURE a NL 2 B TYPE DESIGNATION CIRCUIT NUMBER SWITCH REFERENCE (RC# = RELAY CONTROL) HALF FILLED INDICTATES AN EMERGENCY LIGHT NL (NL=NIGHT LIGHT) RECESSED DOWNLIGHT PENDANT - COORDINATE LENGTH WITH ARCHITECT WALL-MOUNTED FIXTURE EXTERIOR DEFAULT MOUNTING HEIGHT = 12' TRACK LIGHTING- INDICATES NUMBER OF LIGHTS EXIT LIGHT-WITH DIRECTIONAL ARROW(S); DARKENED AREA INDICATES NUMBER AND ORIENTATION OF FACES EXIT LIGHT-WITH EMERGENCY LIGHTING HEADS AND DIRECTIONAL ARROWS EMERGENCY LIGHTING WALL PACK EMERGENCY LIGHTING REMOTE HEAD SSTANDARD SNAP LIGHT SWITCH 46" LOW-VOLTAGE SWITCH; "LD#" INDICATES A SPECIFIC LOW-VOLTAGE LIGHTING DETAIL; LOW VOLTAGE SWITCH. "LD#" INDICATES CONTROL TYPE REFER TO CORRESPONDING DETAIL FOR REQUIRED DEVICES AND CONNECTIONS FOR LIGHTING, SENSOR AND RECEPTACLE CONTROL. LD#46" DIMMER SWITCHD 46" THREE-WAY SWITCH3 46" FOUR-WAY SWITCH4 46" KEY-OPERATED SWITCHK 46" SWITCH WITH PILOT LIGHT 46" ON/OFF SWITCH WITH OCCUPANCY SENSOROS 46" OS OCCUPANCY SENSOR: D1 - CEILING MT, 500SF DUAL TECH, STANDALONE W/ POWER PACK D2 - CEILING MT, 2000SF DUAL TECH, STANDALONE W/ POWER PACK L1 - CEILING MT, 2000SF DUAL TECH, CONNECTED TO LTG CTRL PANEL W1 - WALL MT AT SWITCH LOCATION, 1-BUTTON FOR ON/OFF W2 - WALL MT AT SWITCH LOCATION, 2-BUTTON FOR LEVEL CONTROL N1 - CEILING SENSOR CONNECTED TO ROOM CONTROLLER PER DETAIL N2 - CEILING SENSOR CONNECTED TO ROOM CONTROLLER PER DETAIL N3 - WALL MT, GYMNASIUM W/ WIREGUARD ##S S S S S S S DS DAYLIGHT SENSOR (TO ROOM CONTROLLER ); DAYLIGHT SENSOR CONNECTED TO ROOM CONTROLLER FOR DIMMED DAYLIGHT CONTROL. REFER TO DAYLIGHTING CONNECTION DETAIL. TIME-SWITCH (TC: TIME-CLOCK) PHOTOCELL TS PC RECEPTACLE (DUPLEX)18" BOX AT BASE OF DEVICE INDICATES WIREMOLD-MOUNT, TYP ALL DEVICES. QUADRUPLEX RECEPTACLE 18" GFI RECEPTACLE (DUPLEX)46" COMBINATION USB/DUPLEX RECEPTACLE DUPLEX RECEPTACLE ON EMERGENCY POWER 18" QUADRUPLEX RECEPTACLE ON EMERGENCY POWER 18" GREEN DUPLEX RECEPTACLE ON OCCUPANCY SENSOR REFER TO LOW VOLTAGE DETAILSG 18" GREEN QUADRUPLEX RECEPTACLE ON OCCUPANCY SENSOR REFER TO LOW VOLTAGE DETAILSG 18" DUPLEX RECEPTACLE (TAMPER RESISTANT)TR DUPLEX RECEPTACLE (SPLIT WIRED)18" 18"SPECIAL PURPOSE OUTLET POKE-THRU FLOORBOX; ATTACHED SYMBOLS INDICATE INSTALLED DEVICES/SERVICES 18" IN-GRADE FLOORBOX; ATTACHED SYMBOLS INDICATE INSTALLED DEVICES/SERVICES FIRE ALARM MANUAL PULL STATIONF FIRE ALARM SPEAKER; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.F FIRE ALARM STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.F EMERGENCY STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.E FIRE ALARM SPEAKER/STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.F FIRE ALARM SMOKE DETECTORSF HF DSF RF FIRE ALARM HEAT DETECTOR FIRE ALARM DUCT SMOKE DETECTOR REMOTE DUCT SMOKE DETECTOR TEST STATION FS FIRE SMOKE DAMPER; PROVIDE 120v CONNECTION TO THE FIRE SMOKE DAMPER. PROVIDE A DUCT SMOKE DETECTOR WITH CONNECTIONS TO DAMPER & FACP. PROVIDE INTEGRATION WITH SERVING UNIT. DAMPER SHALL CLOSE WHENEVER SERVING UNIT IS NOT RUNNING. SD SMOKE DAMPER; PROVIDE 120v CONNECTION TO THE SMOKE DAMPER. PROVIDE A DUCT SMOKE DETECTOR WITH CONNECTIONS TO DAMPER & FACP. PROVIDE INTEGRATION WITH SERVING UNIT. DAMPER SHALL CLOSE WHENEVER SERVING UNITIS NOT RUNNING. FIRE ALARM FLOW-SWITCHFSF TS FIRE ALARM TAMPER SWITCHF FIRE ALARM SOLENOID VALVESVF FIRE ALARM DOOR HOLD OPEN (MAGNETIC)DHF FIRE ALARM INDIVIDUAL ADDRESSABLE MODULEAMF FIREMANS KEY LOCK BOXKF FIRE ALARM LOCK DOWN FLD FIRE ALARM CONTROL PANELFACP FIRE ALARM ANNUNCIATOR PANEL AND MICROPHONE UNITFAAM 46" ELECTRICAL SWITCHBOARD OR SPECIALTY EQUIPMENT; SEE LABELLING OR KEYED NOTE ON SHEET PANELBOARD MOUNT TOP OF PANEL AT 6.0' A.F.F. J JUNCTION BOX 18" ACTIVATION KIT IN FLOORBOX. PROVIDE 2" CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE A/V INSTALL BY OWNER.EC ##VIEW REFERENCE; REFER TO INDICATED SECTION OR DETAIL MOTOR OR EQUIPMENT; SEE SCHEDULESEF-1 ELECTRICAL KEY NOTE SYMBOL NUMBER# A AMPERE AB ABOVE BACKSPLASH AC ALTERNATING CURRENT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT ARCH ARCHITECTURAL ATS AUTOMATIC TRANSWER SWITCH AUTO AUTOMATIC BCCT BOTTOM OF CABLE TRAY C CONDUIT CB CIRCUIT BREAKER CCT, CKT CIRCUIT CCTV CLOSED CIRCUIT CONNECTION CLG CEILING COMB COMBINATION CONN CONNECT, CONNECTION CONTR CONTRACTOR CUH CABINET UNIT HEATER DIST DISTRIBUTION DN DOWN DWG DRAWING EA EACH EC ELECTRICAL CONTRACTOR ELR END-OF-LINE RESISTOR EM EMERGENCY EMS EMERGENCY MANAGEMENT SYSTEM EP ELECTRICAL PNEMATIC SWITCH EQUIP EQUIPMENT EX EXISTING EXPL EXPLOSION PROOF FA FIRE ALARM FDR FEEDER FIN FINISHED FLR FLOOR FLA FULL LOAD AMPS FSEC FOOD SERVICE EQUIPMENT CONTRACTOR FACP FIRE ALARM CONTROL PANEL GND,GRD GROUND GFI,GFCI GROUND-FAULT CICUIT INTERRUPTER HOA HAND-OFF-AUTOMATIC ALARM HP HORSEPOWER HTG HEATING HTR HEATER HUH HORIZONTAL UNIT HEATER HZ HEARTZ I/L INTERLOCK I/C INTERCOM IDF INTERMEDIATE DISTRIBUTION FRAME IC INTERRUPTING CAPACITY IG ISOLATED GROUND JB JUNCTION BOX KVA KILOVOLT-AMPERE KW KILOWATT LOC LOCATION LTG LIGHTING LV LOW-VOLTAGE MAX MAXIMUM MCC MOTOR CONTROL CENTER MDF MAIN DISTRIBUTION FRAME MECH MECHANICAL MIN MINIMUM MFGR MANUFACTURER MSS MOTOR STARTER SWITCH MTC EMPTY CONDUIT MTD MOUNTED MTS MANUAL TRANSFER SWITCH NA NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NF NON-FUSED OC ON CENTER OS COCCUPANCY CENTER PB PULL-BOX PE PNEMATIC-ELECTRIC SWITCH PH PHASE PNL PANEL PR PAIR PVC POLY-VINYL-CHLORIDE PWR POWER REC RECEPTACLE RM ROOM S DENOTES “SURFACE” DEVICE SHT SHEET SPC SPACE SPR SPARE SS STAINLESS STEEL SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TC TIME-CLOCK TELE TELEPHONE TERM TERMINAL TS TIME-SWTICH TSFR TRANSFER TV TELEVISION TYP TYPICAL TVSS TRANSIENT VOLTAGE SURGE PROTECTION UG UNDERGROUND UH UNIT HEATER UV UNIT VENTILATOR V VOLTAGE VA VOLT-AMPERE VFD VARIABLE FREQUENCY DRIVE W WATTAGE WM SURFACE WIREMOLD WP WEATHERPROOF ELECTRICAL ABBREVIATIONS ELECTRICAL SHEET INDEX SYMBOL DESCRIPTION HEIGHT LIGHTING POWER FIRE COMMUNICATIONS BELL OR OTHER AUDIBLE DEVICE 80"B V VOLUME CONTROL 46" A AUDIO JACK M MICROPHONE; WALL OR CEILING MOUNTED 18"/CLGM S PROJECTION SPEAKER; "WP" ANNOTATION INDICATES WEATHERPROOF EXTERIOR SPEAKER 80" S J SPEAKER JACK LOCAL SOUND SYSTEM SPEAKERS S SPEAKER; WALL OR CEILING MOUNTED; "V" ANNOTATION INDICATES SPEAKER WITH VOLUME CONTROL 80"/CLGS C CLOCK W/ TWO FACES; END-MOUNT 80" C CLOCK TV TV CONNECTION ROUGH-IN; SINGLE-GANG JUNCTION BOX W/ (1) DATA DROP TERMINATED IN BISCUIT BOX 60" 80" SB SMARTBOARD CONNECTION ROUGH-IN; PROVIDE A 1900 DEEP JUNCTION BOX WITH (2) 1" EMPTY CONDUITS TO THE CEILING SPACE ABOVE. PROVIDE A 2 GANG MUD RING WITHOUT ANGLED CORNERS FOR THE FUTURE SMARTBOARD OR AV SYSTEM. 18" AV A/V CONNECTION ROUGH-IN; PROVIDE 5" SQUARE BOX WITH (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE INSTALLATION OF A/V DEVICES BY OWNER. 18" DATA DATA OUTLET; STANDARD (3) DATA DROPS; PROVIDE DEVICES INDICATED AND A 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR DATA/VOICE Cat. 6 CABLING, PROVIDE CAT 6 CABLING TO NEAREST DATA CLOSET OR AS INDICATED ON THE DRAWINGS. 18" WAP CLG WIRELESS ACCESS POINT; STANDARD (2) DATA DROPS; PROVIDE WIRELESS ACCESS POINT AND JACK TERMINATED IN A BISCUIT BOX LOCATED ABOVE THE CEILING. EACH LOCATION SHALL HAVE (2) CAT 6 JACKS. DATA OUTLET; STANDARD (2) DATA DROPS "-D" ANNOTATION DENOTES NONTYPICAL DROP QTY, EG "3D"; PROVIDE DEVICES INDICATED AND A 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR DATA/VOICE Cat. 6 CABLING, PROVIDE CAT 6 CABLING TO NEAREST DATA CLOSET OR AS INDICATED ON THE DRAWINGS. 18" DATA OUTLET; STANDARD (1) DATA DROP; "W" ANNOTATION DENOTES MOUNTING HEIGHT AT 46"; PROVIDE DEVICES INDICATED AND A 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR DATA/VOICE Cat. 6 CABLING, PROVIDE CAT 6 CABLING TO NEAREST DATA CLOSET OR AS INDICATED ON THE DRAWINGS. 18" SECURITY CIRCUITING MEDICAL MISCELLANEOUS ELECTRICAL SYMBOL GENERAL NOTES SYMBOL DESCRIPTION HEIGHT SYMBOL DESCRIPTION HEIGHT NUMBER NAME 18" 42" Wire Size* Branch Circuit Sizing (120V, 20A circuits) Circuit Length(ft) #12 AWG0 - 75' #10 AWG76' - 150' #8 AWG151' - 240' #6 AWG241' - 380' Wire size applies to both the hot and neutral conductor. Provide an Equipment ground sized to comply with T250.122 of the NEC. * NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 Date:Registration Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota 23796 Daniel S. Paulson 21/12/13 11:07:08 AM8243 Demontreville Trail N Lake Elmo, MN 55042 ELECTRICAL TITLE SHEET E000 Demontreville Jesuit Retreat 023-10341-000 12/10/2021 KDB RTA KDB CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS12/10/2021 E000 ELECTRICAL TITLE SHEET E001 ELECTRICAL SITE PLAN E101 ELECTRICAL LIGHTING PLAN - BUILDING 1 E102 ELECTRICAL LIGHTING PLAN - BUILDING 2 E201 ELECTRICAL POWER & SYSTEMS PLAN - BUILDING 1 E202 ELECTRICAL POWER & SYSTEMS PLAN - BUILDING 2 E300 ELECTRICAL SCHEDULES & DETAILS E400 ELECTRICAL SPECIFICATIONS NO. DESCRIPTION DATE NOT UPDATED TO 10 BEDROOMS HRefer to the Architectural and Civil plans for phasing and provide connection to the construction trailers as required by the specifications. All pole mounted fixtures shall be provide with a concrete base, refer to the details for additional information. Verify locations with civil plans. A B C General Notes New Building #1 Existing underground connection to the septic field. Intercept feeds and reroute as required for the new building. Existing overhead lines to be removed and rerouted by utility prior to this project. Coordinate with utilities. Approximate location of new utility pole with pole mounted with pole mounted transformers. Provide secondary feeders and connection meter as required by the utility. Disconnect and remove the existing electrical feed to the garage for removal by others. Provide a new 60A/1P connection from the existing building to the new panel located in the basement of building #2. Provide (1) 3/4" conduit with (3)#10 AWG New Building #2 Provide connection to the existing building with the following connections. (1) 1"C, 3#10 AWG, 1-#12 GND for (2) emergency lighting branch circuits. (1) 1.25"C with (3) CAT 6 cables to be used for copper connection between buildings. Provide termination to existing phone system for connection to the elevator emergency lines. Provide connection to the existing building with the following connections. (1) 1"C, 3#10 AWG, 1-#12 GND for (2) emergency lighting branch circuits. (1) 1.25"C with (3) cat 6 cables to be used for copper connection between buildings. Provide (3) LED bollard, concrete base (see detail) and connections. Provide building mounted light fixture with dual LED heads, photo cell and occupancy sensor. CC 18 CC 18 CC 18 AA DD 18 DD 18 DD 18 DD 18 DD 18 18 PS-1 Route exterior lighting circuit through time clock prior to termination in panelboard. R1 R1 R1 R1 R1 R1 R1 R1 NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 Date:Registration Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota 23796 Daniel S. Paulson 21/12/13 11:07:10 AM8243 Demontreville Trail N Lake Elmo, MN 55042 E001 Demontreville Jesuit Retreat 023-10341-000 12/10/2021 KDB RTA KDB CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS12/10/2021 1" = 20'-0"1 ELECTRICAL SITE PLAN NO. DESCRIPTION DATE NOT IN SCOPE NOT UPDATED TO 10 BEDROOMS MeterUtility Company Pole with Pole Mounted Transformer Riser Notes New Building #1 will receive a new electrical service Coordinate with the utility company for service location and provide all required connections. New building #2 will be connected to the existing building electrical service, provide a 100A/2P breaker and all required connections. 1. 2. PS-1 120/208V/3p MCB 150A <200A4G> Existing LP-1 120/208V XP-1 120/208V MCB 100A Existing Building New Building #2New Building #1 <150A4G> <100A3G> Ground per NEC Fixture or bollard Anchor bolts, provide stanchion base cover Finished grade Concrete base (Concrete filled auger drilled holw) entrained concrete (5-7%) 4 #6 Vert.bars with #3 ties 12" O.C. Rebar cage spacers (Typical) 5/8" DIA. x 10'-0" Ground rod (Copper Coated) Under- ground warning tape 5'-0"12"20"8" Place ground rod 3" below ground line ground clamp & NO. 6 coppwer wire 30"Non-shrink grout 1 1/2" Rigid PVC conduit with copper grounding conductor. Provide a spare conduit stubbed and capped below grade 12"SH50 SHoistway Lower Level Elevator Lobby Hoistway Pit Main Level Elevator Lobby (typ) Top of Shaft Roof Provide (2) lights (Lithonia ZL1D or similar), switch, and GFCI receptacle in hoistway pit. Verify exact location with elevator contractor. GFCI and lighting must be on separate, dedicated circuits. Provide (2) lights (Lithonia ZL1D or similar), switch, and GFCI receptacle in hoistway pit. Verify exact location with elevator contractor. GFCI and lighting must be on separate, dedicated circuits. H50 H50 H50 Provide smoke detector connected to fire alarm system with auxiliary contacts wired to elevator controller to provide fire recall per code (typical per floor). FACP F S F S F H Panel Elevator Controller 1 2 3 4 5 6 Provide connection to panel for elevator equipment. Refer to plans for location and panel schedule for additional loads. Standard 120V loads, provide circuits: 1. Shaft Lighting 2. Shaft Receptacle 3. Cab exhaust & lights 4. Pit lighting 5. Pit receptacle 6. Elevator controller power supply Provide smoke detector connected to fire alarm system. Provide with auxiliary contacts wired to open shunt-trip elevator feeder circuit breaker. Elevator Motor Provide telephone connection to elevator controller BPS Battery Power Source F S Elevator Cab Exhaust/Lights Provide a disconnect for unit as required. Provide a GFI duplex Receptacle at unit. 1. 2. Motor and Equipment Schedule Numbered Notes: NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 BUILDING 2 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 Date:Registration Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota 23796 Daniel S. Paulson 21/12/13 11:07:20 AM8243 Demontreville Trail N Lake Elmo, MN 55042 ELECTRICAL SCHEDULES & DETAILS E300 Demontreville Jesuit Retreat 023-10341-000 12/10/2021 KDB RTA KDB CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS12/10/2021 Light Fixture Schedule Type Mark Description Input Power Lamp Type Voltage Manufacturer C Cove and Perimeter Lighting 10 VA LED MVOLT PRUDENTIAL #MIC-LED3-SO-RX-SC-UNV-DM01 D1 Downlight, Recessed, Square 20 VA LED MVOLT KAY LIGHTING #KB4SDF-16C3-30KS-50-BL-BL-UNV-D6E D2 Downlight, Surface Mount 11 VA LED 120 V KICHLER #43780WHLED30 E1 Exit Light (verify all chevrons with egress plans prior to ordering) 2 VA LED MVOLT LITHONIA #LRP-BZ-1-RC-EL-N E2 Exit Light (verify all chevrons with egress plans prior to ordering) 2 VA LED MVOLT LITHONIA #LRP-AU-1-RC-EL-N F1 Sconce 100 VA (1) E26 120 V MINKA LAVERY #26513 F2 Vanity Light 20 VA LED 120 V KICHLER #45922NIL18 H50 4ft Strip Light 45 VA LED MVOLT LITHONIA #ZL1D-L48-5000LM-FST-MVOLT-30K-80CRI-WH P Pendant 11 VA LED MVOLT LITHONIA #LDN4CYL-30/10-LO4BR-MVOLT-GZ1-PM-DBL S1 Semi-flush Drum 120 VA (3) E12 120 V REGENCY HILL #OH090614-S3-18" BZ/FABRIC SHD S2 16" Surface Mount 180 VA (3) E26 120 V HATHAWAY #8G456 W 4ft Stairwell Wraparound, Integrated Occ. Sensor 40 VA LED MVOLT LITHONIA #BLWP4-48L-ADP-MVOLT-EZ1-LP830-MSD7ADCX AA Dual Head Floodlight, Motion Sensor Kit 42 VA LED 120 V HUBBELL #ML-2L3K-1-DB CC Bollard 28 VA LED 120 V LITHONIA #DSXB-LED-16C-530-30K-SYM-120-DBLBXD DD Downlight, Exterior 20 VA LED MVOLT GOTHAM #EVO6SH-30/20-DFF-SOL-MVOLT-EZ10-NLT Mechanical Equipment Schedule Equipment Number Description Size Voltage Phase Panel Circuit Number Feeder Elec Notes CU-1 Condensing Unit 208 V 1 PS-1A 1,3 <30A2G> CU-2 Condensing Unit 208 V 1 PS-1A 2,4 <20A2G> CU-3 Condensing Unit 240 V 1 XP-1 25,27 <30A2G> FTR-1-1 Electric Fin Tube 1500 W 240 V 1 XP-1 21,23 <20A2G> FTR-1-2 Electric Fin Tube 1500 W 240 V 1 XP-1 22,24 <20A2G> FTR-2-1 Electric Fin Tube 500 W 240 V 1 XP-1 21,23 <20A2G> FTR-2-2 Electric Fin Tube 500 W 240 V 1 XP-1 22,24 <20A2G> FURN-1 Furnace 120 V 1 PS-1A 5 <20A2G> FURN-2 Furnace 120 V 1 PS-1A 6 <20A2G> FURN-3 Furnace 120 V 1 XP-1 8 <20A2G> RCP-1 Recirculation Pump 60 W 120 V 1 PS-1A 16 <20A2G> RCP-2 Recirculation Pump 60 W 120 V 1 XP-1 12 <20A2G> SP-1 Sump Pump 1 HP 208 V 3 PS-1A 9,11,13 <20A3G> SP-2 Sump Pump 2 HP 208 V 3 PS-1A 10,12,14 <20A3G> SP-2A Sump Pump 2 HP 208 V 3 PS-1A 15,17,19 <20A3G> SP-3 Sump Pump 3/4 HP 240 V 1 XP-1 26,28 <20A2G> SP-3A Sump Pump 3/4 HP 240 V 1 XP-1 29,31 <20A2G> WHT-1 Water Heater 120 V 1 PS-1A 7 <20A2G> WHT-2 Water Heater 120 V 1 PS-1A 8 <20A2G> NTS1Electrical Riser Diagram #1. Verify the required elevator breaker size with the installer prior to ordering. Notes: Receptacle 15660 VA 81.93% 12830 VA Power 1200 VA 125.00% 1500 VA Total Est. Demand...104 A Other 0 VA 0.00% 0 VA Total Conn. Current:101 A Motor 6893 VA 100.00% 6893 VA Total Est. Demand:37293 VA Lighting 4335 VA 125.00% 5419 VA Total Conn. Load:36522 VA HVAC 9232 VA 125.00% 11540 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:121 A 101 A 86 A Total Load:14296 VA 11885 VA 10341 VA 41 42 39 Elevator #5 20 A 1 0 VA 40 37 Elevator #4 20 A 1 0 VA 38 35 Elevator #3 20 A 1 0 VA 0 VA -- -- -- 36 33 Elevator #2 20 A 1 0 VA 0 VA -- -- -- 34 31 Elevator #1 20 A 1 0 VA 0 VA 3 30 A Elevator (Note#1) 32 29 Other LOBBY / ENTRY 01 20 A 1 95 VA 30 27 Receptacle Room 16A, 14A 20 A 1 360 VA 28 25 Receptacle Room 15A, 13A 20 A 1 360 VA 1080...1 20 A Receptacle Room 16, 14 26 23 Receptacle Room 12A, 12, 10 20 A 1 900 VA 1080... 1 20 A Receptacle Room 15, 13 24 21 Receptacle LOBBY / ENTRY 01 20 A 1 360 VA 720 VA 1 20 A Receptacle LOBBY / ENTRY 01 22 19 Receptacle 20 A 1 360 VA 20 17 Receptacle LOBBY / ENTRY 01 20 A 1 180 VA 182 VA 1 20 A Lighting 18 15 Washing Machine 20 A 1 180 VA 180 VA 1 20 A Receptacle STORAGE 08 16 13 Receptacle Room 05A, 07A 20 A 1 360 VA 900 VA 1 20 A Receptacle Room 08, 03A, 03 14 11 Receptacle Room 04A, 06A 20 A 1 360 VA 1080... 1 20 A Receptacle Room 07, 05 12 9 Receptacle BASEMENT 027 20 A 1 1080... 1080... 1 20 A Receptacle Room 02, 06 10 7 Receptacle Room 027 20 A 1 900 VA 900 VA 1 20 A Receptacle BASEMENT 027 8 5 Receptacle BASEMENT 027 20 A 1 1080... 1080... 1 20 A Receptacle BASEMENT 027 6 3 Lighting Room 12A, 12, 16, 16A,... 20 A 1 1414... 1080... 1 20 A Receptacle BASEMENT 027 4 1 Lighting Room 027, 204, 11, 4 20 A 1 1561... 1331...1 20 A Room 02, 04A, 06A, 06, 03, 03A,... 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure: Feed-Thru Lugs:Yes Bussing:150A Cu Mounting:Wires:4 Mains Rating:150 A Supply From:Phases:3 Mains Type:MCB Location:BASEMENT 027 Volts:120/208 Wye A.I.C. Rating: Branch Panel: PS-1 NTS2Flush Exterior Base Detail Notes: Receptacle 10620 VA 97.08% 10310 VA Total Est. Demand...124 A Motor 3360 VA 100.00% 3360 VA Total Conn. Current:112 A Lighting 3086 VA 125.00% 3857 VA Total Est. Demand:29673 VA HVAC 5570 VA 125.00% 6963 VA Total Conn. Load:26760 VA Electric Heat 4608 VA 125.00% 5760 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:114 A 109 A Total Load:13697 VA 13071 VA 41 42 39 40 37 38 35 36 33 34 31 -- -- -- 828 VA 32 29 SP-3A 15 A 2 828 VA 540 VA 1 20 A Receptacle 30 27 -- -- -- 2112 VA 828 VA -- -- -- 28 25 CU-3 35 A 2 2112 VA 828 VA 2 15 A SP-3 26 23 -- -- -- 1152 VA 1152 VA -- -- -- 24 21 Electric Heat PORCH 111 20 A 2 1152 VA 1152 VA 2 20 A Electric Heat PORCH 111 22 19 Receptacle BEDROOM 202 20 A 1 720 VA 540 VA 1 20 A Receptacle Space 015 20 17 Receptacle Room 203, 205, 201 20 A 1 540 VA 1080 VA 1 20 A Receptacle Room 206, 200 18 15 Receptacle Room 107, 109 20 A 1 1080 VA 360 VA 1 20 A Receptacle Room 108, 110 16 13 Receptacle CIRCULATION 101 20 A 1 360 VA 180 VA 1 20 A Receptacle CIRCULATION 101 14 11 Receptacle Room 102, 101, 100 20 A 1 1260 VA 60 VA 1 20 A RCP-2 12 9 Receptacle Room 105, 103 20 A 1 1080 VA 360 VA 1 20 A Receptacle Room 106, 104 10 7 Receptacle BASEMENT 000 20 A 1 180 VA 1200 VA 1 20 A FURN-3 8 5 Receptacle BASEMENT 000 20 A 1 1080 VA 180 VA 1 20 A Receptacle BASEMENT 000 6 3 Lighting Room 015, 202, 203, 206,... 20 A 1 866 VA 1080 VA 1 20 A Receptacle BASEMENT 000 4 1 Lighting Room 000, 015 20 A 1 537 VA 1876 VA 1 20 A Lighting Room 100, 101, 111, 105,... 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Enclosure: Feed-Thru Lugs:Yes Bussing:100 A Cu Mounting:Wires:3 Mains Rating:100 A Supply From:Phases:1 Mains Type:MCB Location:BASEMENT 000 Volts:120/240 Single A.I.C. Rating: Branch Panel: XP-1 NTS3Elevator Detail NO. DESCRIPTION DATE NOT UPDATED TO 10 BEDROOMS 4675 SF Area TD-05 TD-06 354 SF Area OCCUPANCY S-1 OCCUPANCY S-1 0 EXIT 1 4821 SF AreaTD-02TD-01DE-01 DE-02TD-04 248 SF Area OCCUPANCY R-1 OCCUPANCY R-1 0 EXIT 1 0EXIT 20 EXIT 3 FACP LIFE SAFETY ANALYSIS APPLICABLE CODES: • 2020 MINNESOTA BUILDING CODE • 2020 MINNESOTA ENERGY CODE • 2020 MINNESOTA ACCESSIBILITY CODE • 2020 MINNESOTA MECHANICAL AND FUEL GAS CODE • 2015 MINNESOTA PLUMBING CODE • 2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS • 2020 MINNESOTA FIRE CODE CHAPTER 3: USE & OCCUPANCY CLASSIFICATION OCCUPANCY CLASSIFICATION (SECTION 302.1): R-1 717 -DUCT AND AIR TRANSFER OPENINGS 1HR FIRE BARRIERS >1.5HR FIRE DAMPERS CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES R-1 CHAPTER 8: INTERIOR WALL AND CEILING FINISHES (TABLE 803.13) CHAPTER 10: MEANS OF EGRESS CONSTRUCTION TYPE: V-A FULLY SPRINKLERED: YES FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601): PRIMARY STRUCTURAL FRAME 1 HR BEARING WALLS -EXTERIOR 1 HR BEARING WALLS -INTERIOR 1 HR NONBEARING INTERIOR WALLS AND PARTITIONS 0 HR FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 1 HR ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 1 HR CHAPTER 6: TYPES OF CONSTRUCTION SPRINKLERED BUILDING WITH SMOKE DETECTORS IN EACH ROOM. CHAPTER 9: FIRE PROTECTION SPECIALTIES * Refer to Life Safety Plan shown at left for areas identified by function. OCCUPANCY GROUP EXIT STAIRWAYS, INTERIOR EXIT RAMPS, EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS ROOMS AND ENCLOSED SPACES Class B Class C Class C CHAPTER 29: PLUMBING COMMON PATH OF TRAVEL (SECTION 1006.2.1): • R-1 OCCUPANCIES = LENGTH OF COMMON PATH SHALL NOT EXCEED 75 FEET IN A NON- SPRINKLERED BUILDING • S OCCUPANCIES = LENGTH OF COMMON PATH SHALL NOT EXCEED 100 FEET IN A NON- SPRINKLERED BUILDING. TOTAL TRAVEL DISTANCE (TABLE 1017.2) • R-1 OCCUPANCIES = LENGTH OF TOTAL TRAVEL DISTANCE SHALL NOT EXCEED 200 FEET IN A NON-SPRINKLERED BUILDING DEAD END CORRIDORS (SECTION 1020.4): • R-1, S OCCUPANCIES = LENGTH OF CORRIDOR NOT TO EXCEED 20 FEET. FIXTURE REQUIRED BY TABLE 2902.1: FOR X FLOOR (TOTAL) # SF / # SF/PERSON = # OCCUPANTS WATER CLOSETS - 1 PER SLEEPING UNIT REQUIRED LAVATORIES - 1 PER SLEEPING UNIT REQUIRED BATHRUBS OR SHOWERS - 1 PER SLEEPING UNIT REQUIRED SERVICE SINK - 1 REQUIRED PROJECT DESCRIPTION: THE PROJECT CONSISTS OF TWO NEW RETREAT HOUSES, BUILDING 1 CONTAINING 10 ROOMS WITH ADJACENT TOILET ROOMS . TOTAL AREA BUILDING 1 (INSIDE FACE OF EXTERIOR WALLS: BUILDING FOOTPRINT AREA: CONSERVATION CODE CHAPTER 5: CLASSIFICATION OF WORK CLASSIFICATION OF WORK (SECTION 504): 1. ONE NEW RETREAT HOUSE, TOTAL OF 10 ROOMS WITH 10 TOILET ROOMS. LEVEL 1: 4821 BASEMENT:4675 5555 GSF CONSERVATION CODE CHAPTER 10: CHANGE OF OCCUPANCY OCCUPANCY R-1 0 EXIT A EGRESS PATH WITH NAME, SEGMENT LENGTH, AND DIRECTION INDICATED EXIT INDICATOR WITH NAME OF EXIT AND TOTAL OCCUPANTS EXITING INDICATED IBC OCCUPANCY GROUP PATH A / AREA NAME 150 SF 00 00 OCC. 2 HOUR FIRE BARRIER PER IBC SECTION 706. INDICATES NUMBER OF OCCUPANTS EXITING ON EGRESS PATH ROOM (NET) AND AREA (GROSS) TAGS INDICATING SQUARE FOOTAGE / OCCUPANCY LOAD FACTOR, AND RESULTING OCCUPANCY BELOW 1 HOUR FIRE PARTITION PER IBC SECTION 708. 0 CODE ANALYSIS LEGEND SMOKE RESISTIVE CONSTRUCTION SMOKE BARRIER (>1/2 HOUR) HORIZONTAL EXIT (>2 HOURS) BUILDING SEPARATION (>2 HOURS) NTRUE NORTH A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP Project No. BY Copyright © 2020 LEO A DALY Company BUILDING 1 10/26/2022 11:22:53 AM\\ladco\shares\projects\023\023-10341-000\4-0-Production-Working\4-1-BIM-CAD\Revit\ DTV-Demontreville Jesuit Retreat.rvt8243 Demontreville Trail N Lake Elmo, MN 55042 Demontreville Jesuit Retreat LIFE SAFETY PLANS - BUILDING 1 GI101 Demontreville Jesuit Retreat 023-10341-000 10/07/2022 MRN / JTB SLW JTB MRN BUILDING 1 - DESIGN 8243 Demontreville Trail N, Lake Elmo, MN 55042 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402 BUILDING 1 - DESIGN EGRESS PATH SCHEDULE PATH NAME TRAVEL DISTANCE MAXIMUM ALLOWABLE CP-01 66'-5 31/32" 75'-0" CP-02 68'-11 139/256" DE-01 13'-0" 20'-0" DE-02 12'-6" 20'-0" DE-03 20'-0" 20'-0" DE-04 8'-1" 20'-0" TD-01 67'-1 111/256" 75'-0" TD-02 71'-6 125/256" 75'-0" TD-04 77'-10 65/256" 75'-0" TD-05 99'-9 85/128" 100'-0" TD-06 87'-6 25/32" 100'-0" TD-08 55'-9 121/256" 75'-0" SCALE:1/8" = 1'-0"A1 BUILDING 1 - LOWER LEVEL SCALE:1/8" = 1'-0"A4 BUILDING 1 - LEVEL 1 NO. DESCRIPTION DATE MAIN BUILDING - EAST ELEVATIONMAIN BUILDING - EAST ELEVATIONINTENT IS TO MATCH EXTERIORSTONE AND WOOD SIDING &SHAKES MAIN BUILDING ENTRY DRIVEVIEW TO THE NORTHNEW BUILDING LOCATED AT THERIGHT OF THIS IMAGE Tile atexteriorwall atentryWindowmullionsWoodsidingExteriorstonemasonryExteriorstonemasonryWood shake shingles tomatch Main Building (notshown) “Proudly Serving Neighbors & Friends” Lake Elmo Fire Department Memorandum To: Ben Hetzel, City Planner From: Dustin Kalis, Fire Chief Date: 10/31/22 Re: Conditional Use Permit for 8243 Demontreville Trail N, Jesuit Retreat House _______________________________________________________________________________________ The Lake Elmo Fire Department has completed a Conditional Use Permit review for 8243 Demontreville Trail N, Jesuit Retreat House based on submittals dated 10/14/22 with the following comments: 1) All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. 2) An approved signage and marking plan shall be determined for all No Parking and Fire Lane access roads. 3) Fire hydrants shall be provided in approved location(s) following review by Engineering and Public Works. 4) Building address numbers and building name shall be plainly visible from the street fronting the property and shall be a contrasting color from the background. Size and placement of address numbers shall be approved by the fire and planning departments. 5) A Fire Department lock box is required for emergency access to building at an approved location. Provide keys for emergency access into and throughout the occupancy as required. 6) The fire sprinkler system shall be installed compliant with provisions of 2016 NFPA Standard 13, Installation of Sprinkler Systems. City permit required prior to initiation of work. 7) Fire Department sprinkler connection locations to be approved prior to installation. 8) The fire alarm system shall be installed compliant with provisions of 2016 NFPA Standard 72, National Fire Alarm Code. City permit required prior to initiation of work. 9) The sprinkler system shall be properly monitored by a qualified monitoring company. 10) Install emergency egress illumination in the means of egress including exit discharge compliant with 2020 MSFC. 11) Install compliant exit signage as required by the 2020 MSFC. 12) Provide and install dry chemical fire extinguishers certified for service and tagged as required. Service classification rating shall be a minimum 2A classification rating and maximum travel distance of 75 feet to extinguishers. The minimum classification rating may be upgraded for special or extra hazard areas within the occupancy. “Proudly Serving Neighbors & Friends” 13) Rooms containing controls for air-conditioning systems, roof access, elevator equipment, sprinkler risers and valves, or other fire detection, suppression or control elements shall be identified for the use of the fire department. Approved signs required to identify fire protection equipment and equipment location, shall be constructed of durable materials, permanently installed and readily visible. Codes and Standards Used for this Review This review is based on the following codes and standards as adopted and in effect in the State of Minnesota at the time of plan submittal.  2020 Minnesota State Fire Code  Lake Elmo Fire Department Fire Code Policy  NFPA 72, 2016 edition  NFPA 13, 2016 edition Memo File: 227705502 To: Molly Just, City of Lake Elmo Planning Director From: Sarah Harding, Landscape Architect Mark Flicker, Landscape Architect Subject: City of Lake Elmo Landscape Plan Review Demontreville Jesuit Retreat House Conditional Use Permit Plan Review Date: October 31, 2022 Submittals • Application Submission Packet, dated October 7, 2022, received on October 17, 2022. Location: South of Highway 36, east of Lake DeMontreville Current Land Use Category: Public Facilities (PF) Future Land Use Category: Institutional (INST) Adjacent and Surrounding Land Use: Public Facilities (PF) to the north, south, and east of site. Water Body (Lake DeMontreville) to the west of site. Special landscape provisions in addition to the zoning code: None. Tree Preservation: 105.12.470 • Applicant has demonstrated mitigation is not needed as the overall site is wooded beyond those surveyed and inventoried on the plan, and thus does not exceed the 30% removal and replacement threshold. • A tree preservation plan has been submitted however, does not meet all requirements. − Requirements of 105.12.470 (c)(3)k - City standard tree protection detail is not included on the plan. − The canopy of tree ID numbers 7 and 21 are shown within the construction / grading limits. Indicate the tree critical root zone and update tree protection fence limits and tree removal if needed. See definition of critical root zone (CRZ) 105.12.470 (b). Landscape Requirements: 105.12.480 • A landscape plan has been submitted but does not meet all requirements. − Requirements of 105.12.480 (b), tree variety shall consist of a minimum 25 percent deciduous shade trees and a minimum 25 percent coniferous trees of the overall required number of trees. The submitted landscape plan consists of 100 percent ornamental trees. Ornamental trees shall not exceed 15 percent of the required amount. − Requirements of 105.12.480 (b), Table 6-1: Minimum Size Standards for Landscape Materials. Deciduous ornamental trees shall be a minimum of 2-inches caliper. Submitted plans show ornamental trees as 1.5-inch caliper. − Trees shall be planted ten feet away from all utilities including water and sewer stubs. − Per notes on sheet L3-1, irrigation notes conflict with irrigation/watering notes. Confirm source of water to be provided during the landscape warranty period. October 31, 2022 Molly Just, Planning Director City of Lake Elmo Page 2 of 2 • The landscape plan does not meet the minimum required number of trees as the plan specified ornamental tree caliper does not meet requirements of 105.12.480 (b). Code Required Proposed Trees Development or Disturbed Area 0.14 Acres *5 = Required Development Trees 1 0 Trees Required Mitigation Trees 0 Required Number of Trees 1 0 Total Trees Provided 0 Shoreland Overlay District: 105.12.1260 • The proposed area of disturbance is outside of the shoreland impact zone. Recommendation: • It is recommended that the tree preservation and landscape plans be resubmitted with the required inclusions and modifications mentioned above. Stantec Consulting Services Inc. Sarah Harding, PLA (MN) City of Lake Elmo Municipal Landscape Architect P: (952) 334-4838 E: sarah.harding@stantec.com 1 Ben Hetzel From:Jack Griffin <Jack.Griffin@focusengineeringinc.com> Sent:Friday, October 21, 2022 10:28 AM To:Ben Hetzel Cc:Molly Just; Chad Isakson Subject:Jesuit Retreat House CUP (8243 DeMOntreville Trail) Follow Up Flag:Follow up Flag Status:Completed Caution: This email originated outside our organization; please use caution. Ben, Engineering does not have any formal comments for this request. However, engineering suggests that the city consider the potential impacts to the facility's private wastewater drain field system. The facility is served by a private sanitary sewer drainfield system that is either permitted through Washington County or the MPCA (dependent upon capacity). The application makes a simple statement that "No new drain field is needed for this project". The application also states that additional bathroom and shower facilities will be constructed for the same number of guest rooms. Although the average wastewater use may not be expanded due to no increase in guest capacity, the number of bathrooms and shower facilities may result in an increased peak flow which is often the design parameter for drainfields. It is therefore recommended that the city obtain from the applicant written documentation from the drainafield permitting authority that no expansion is necessary. Thanks ~Jack John (Jack) W. Griffin, P.E. Principal / Sr. Municipal Engineer FOCUS ENGINEERING, INC. 651.300.4264 jack.griffin@focusengineeringinc.com