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HomeMy WebLinkAboutPC Packet 10.08.20(T— I Y O� CI GO AgendaEST. 1906 Hugo Planning Commission Thursday, October 8, 2020 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the day of the meeting by contacting Community Development Assistant, Emily Weber at 651-762-6311 or eweber@ci.hugo.mn.us. For more information on the remote meeting and participation, go to: www.ci.hugo.mn.us/planning Meeting ID: 830 7087 2440 A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. September 24, 2020 D. PUBLIC HEARING 1. Victor Land Holdings, LLC — Site plan, easement vacation, CUP, and variance requests for the property located at 1301" Street North and Fenway Boulevard North 41111111ZPVTTI31T,9Ii,1&1-1 1. ISD #624 site plan for a transportation facility located at 13411 Fenway Boulevard North. 2. Parks Commission Memo presented by Shayla Denaway, Parks Planner. F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or rluba@ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, September 24, 2020 Meeting held remotely pursuant Minn. Stat. Sec. 1313.021 Chair Kleissler called the meeting to order at 7:02 pm. PRESENT: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund. ABSENT: None. STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of August 13, 2020 Commissioner Tjernlund made a motion, seconded by Commissioner Lessard to approve minutes for the meeting of August 13, 2020. Ayes: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund. Nay: None. Motion carried. Public Hearine: Grundhofer's Old Fashioned Meats. 15449 Forest Boulevard North — Site clan. CUP amendment, and variance requests. Staff provided a background on the requests submitted by Spencer Grundhofer on behalf of Grundhofer's Old Fashioned Meats located at 15449 Forest Boulevard North. The applicant is requesting approval of a site plan for an approximately 2,450 square foot addition to the existing 2,880 square foot building on site. The existing buildings on site are legal nonconforming in regard to the side yard setback requirement and the applicant is requesting a variance from the side yard setback requirements for the proposed addition. The applicant is proposing 12 feet, where 30 feet is required by ordinance. The applicant is also requesting approval of a CUP amendment. In 2006, the City Council approved a CUP to allow the meat processing facility as an accessory use to the meat market. Meat markets are a permitted use in the C-2 zoning district, but meat processing facilities require a CUP. The meat processing facility may only be accessory to the meat market and may not exceed in floor area of the meat market. Staff provided an analysis on the requests and found that they meet the requirements outlined in the City Code and zoning regulations necessary to approve the site plan, variance, and CUP amendment. September 24, 2020 PC Minutes Page 2 Staff recommended the Planning Commission open the public hearing and take all public comment. Staff recommended approval of the site plan, CUP amendment, and variance for Grundhofer's Old Fashioned Meats located at 15449 Forest Boulevard North, subject to the conditions listed in the resolutions. Staff noted that Greg Bernier, 15435 Forest Boulevard North, provided comments to staff prior to the meeting and stated his support of the requests. The Planning Commissioners discussed the requests and had questions for staff on the use of the meat processing facility that happens on site. Spencer Grundhofer addressed the Planning Commission and stated that the primary use of the property is the retail aspect of the business. The hours for the business will remain the same. Chair Kleissler opened the public hearing at 7:22 pm. No one spoke. Chair Kleissler closed the public hearing at 7:25 pm. Commissioner Arcand made a motion to approve the site plan, CUP amendment, and variance requests for Grundhofer's Old Fashioned Meats located at 15449 Forest Boulevard North, subject to the conditions listed in the resolution. The motion was seconded by Commissioner Lessard. Aye: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Tjernlund. Nay: Mulvihill. Motion carried. Note that all Commissioners were present at the meeting. The vote of the Alternate Commissioner is not counted and the motion passed with a seven to zero vote. Public Hearing: Victor Land Holdings. LLC — Site elan. easement vacation. CUP. and variance reauests for the property located at 130th Street North and Fenway Boulevard North. The applicant asked the Planning Commission to table the applications. Commissioner Luchsinger made a motion to table the site plan, easement vacation, CUP, and variance requests for Victor Land Holdings, LLC to the October 8, 2020 Planning Commission meeting. The motion was seconded by Mulvihill. Ayes: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund. Nay: None. Motion carried. September 24, 2020 PC Minutes Page 3 Adjournment Commissioner Tjernlund made a motion, Commissioner Fry seconded, to adjourn at 7:30 pm. Ayes: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund. Nay: None. Motion carried. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Item D.1 From: Rachel Juba To: Emily Weber Subject: FW: Eagles Landing Date: Monday, October 5, 2020 12:46:10 PM From: Brenda Kunkel [mailto:bkunkel@jlschwieters.com] Sent: Thursday, October 1, 2020 12:03 PM To: Rachel Juba <RJuba@ci.hugo.mn.us> Cc: Mark Wentzell <mwentzell@292designgroup.com>; Chuck Plowe <chuck@plowe.com>; Mohammad Abughazleh <moe@PLOWE.COM> Subject: Eagles Landing Caution: This email originated outside our organization; please use caution. Rachel, We would like to table Eagles Landing until October 22, 2020 or until we can provide you enough information on the time line to create an HOA that covers the building envelope, parking lot and stormwater ponds along with engineering the site/plat as individual condo's with separate legal descriptions and addresses to lease and/or sell. Thanks and have a great day! Brenda J. Kunkel Victor Land Holdings, LLC brendaPsbccc.com bkunkei@ilschwieters.com (651) 762-1110 —Fax: (651) 762-1115 Mobile: (612) 328-3850 13925 Fenway Blvd. North Hugo, MN 55038-9265 Agenda Number: E.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Emily Weber, Community Development Assistant SUBJECT: ISD #624 Transportation Facility site plan located at 13411 Fenway Boulevard North. DATE: October 1, 2020 for the Planning Commission Meeting of October 8, 2020. ZONING: General Industrial (I-3) 60-DAY REVIEW DEADLINE: October 23, 2020 DESCRIPTION OF REQUEST: ISD #624 is requesting site plan approval for a transportation facility located at 13411 Fenway Boulevard North. The site plan consists of an approximately 10,600 square foot office and maintenance building, employee parking, and exterior storage for buses. 2. CONTEXT: A. Surrounding Land Use and Zoning The property is zoned General Industrial (I-3) and is guided for Industrial in the 2040 Land Use Plan. The properties to the north, east, and south are also zoned I-3 and are occupied by industrial users. To the west of the property is the Creekview residential development which is zoned PUD. The property is located within the Bald Eagle Industrial Park. B. Existing Site Characteristics The property is 7.06 acres and is currently vacant. The property consists of a mixture of open and wooded land and has a general slope downward from east to west. 3. BACKGROUND: The proposed use for the property is a transportation facility for the White Bear Lake Area School District, which is a permitted use as an essential public service in the I-3 zoning district. ISD #624 Transportation Facility Site Plan Page 2 In 2019, the applicant gained CUP approval for exterior storage exceeding the size of the principal building. At that time the applicant also applied for a sketch plan review and asked the Planning Commission and City Council to provide comments on the site plan. Comments generally included concerns over additional traffic added to Fenway Boulevard, circulation throughout the site, and screening. The applicant considered the comments made by the Public, Planning Commission, and City Council and applied them to the submitted site plan. 4. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. B. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The proposed site plan complies with all building setback requirements for the General Industrial Zoning District. Building Height Per City Code, the maximum building height is 50 feet. The proposed building meets the requirement. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by buildings to 40% and lot area to be covered by impervious surface to 80%. The proposed lot for the site plan complies with this requirement. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for commercial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the perimeter of the site. In order to meet the landscape requirements, 24 deciduous trees, 12 coniferous trees, 12 ornamental trees, and 79 shrubs are required to be installed. The applicant is using existing and new landscaping to meet the landscaping requirements. The site plan meets the City's landscaping requirements. ISD #624 Transportation Facility Site Plan Page 3 Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed 1/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for wall mounted and pole mounted fixtures. The applicant has provided a cut -sheet for both the wall lights and meets the lighting requirements. Fencing and Screening The applicant is proposing an eight foot steel fence around the paved exterior storage area on the east side of the site. The proposed fencing will screen the exterior storage area from adjacent properties. The applicant is also proposing landscaping along the perimeter of the site to provide additional screening. The applicant is proposing ground mounted mechanical equipment that will be located within the trash enclosure. The trash enclosure is required to be the same material as the building. The applicant is proposing the doors of the trash enclosure to be the same material as the fencing. Streets and Access The site is located on Fenway Boulevard and the applicant is proposing two entrances into the site. The southern entrance is for employee parking only. The north entrance is to accommodate buses and five maintenance staff parking stalls. The north entrance is required to align with 1341h Street North. Parking Section 90-253, Parking and Loading of the City Code determines the number of parking spaces required per site. Parking is determined by gross floor area. There are 53 stalls required for the site and the applicant is proposing 115 stalls, meeting the parking requirements. The applicant has stated that will have approximately 75 employees at the site when operating at full capacity and the extra spaces are to accommodate for visitor parking. Building Architecture In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. These guidelines require four sided architecture and high quality building materials. The applicant is proposing to construct the building using precast concrete panels and brick. The design guidelines also require industrial buildings to have clearly defined entrances. The applicant is proposing a metal overhang over the two front doors. The metal overhangs are proposed to match the cornice around the top of the building. The applicant has not submitted a material sample board. Staff approval of a material sample board is required prior to issuance of a building material to ensure materials and colors will be cohesive throughout the building. ISD #624 Transportation Facility Site Plan Page 4 Signage The applicant is not proposing signage at this time. Should they want to add signage in the future, they will be required to apply for a sign permit and meet ordinance standards. Drainage/Grading The applicant is proposing to use onsite infiltration basins to meet the stormwater water quality and rate control requirements. The basins are sized to meet the City's water quality requirements, but do not currently meet the City's 100-year rate control requirements. The applicant is working with the City Engineer and making modifications to their proposed plan. The applicant will be required to meet all stormwater requirements and gain approval from the City on modifications to civil plans prior to issuance of a building permit. The applicant is also required to dedicate the proper drainage and utility easements for the proposed infiltration basins and enter into a stormwater maintenance agreement with the City. Utilities Water service to the site will come from the existing watermain along Fenway Boulevard North. Sanitary sewer is available to the site from an existing sanitary sewer stub across from 1341h Street North on Fenway Boulevard North. Wetlands The applicant is required to complete a wetland delineation, reviewed and approved by the TEP, prior to any grading done on site. Park Dedication Park Dedication is not required for commercial and industrial developments. 5. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan application for the ISD #624 Transportation Facility located at 13411 Fenway Boulevard North. 6. RECOMMENDATION: Staff recommends approval of the site plan for the ISD #624 Transportation Facility located at 13411 Fenway Boulevard North. ISD #624 Transportation Facility Site Plan Page 5 ATTACHMENTS: 1. Location Map 2. Site Plan Resolution 3. Applicant Narrative 4. Engineer's Memo 5. Site Plan Submittal dated September 30, 2020 6. Renderings a 06 'A� ,4y _ &' PAY maw n N a r ),low<�_ I kT��+ q; Iq u EI • x �»u IF b'+ t. n L B -?i;frr.. _ - -- - —. 'i1•Ii�i.1iY�:]Yv__ - - +16',9 -7- i CFFY OF EST. 1806 WBL Transportation Facility CUP Location Map Hugo, MN 1V 0 300 Feet 1 in = 300 feet RESOLUTION 2020-XX APPROVING A SITE PLAN FOR THE ISD #624 TRANSPORTATION FACILITY LOCATED AT 13411 FENWAY BOULEVARD NORTH WHEREAS, ISD #624 requested approval of a site plan for an approximately 10,600 square foot office and maintenance building that will be the School District's transportation facility, located on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said site plan on October 8, 2020 and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for ISD #624 for an approximately 10,600 square foot transportation facility, subject to the following conditions and findings: 1. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant dated October 1, 2020, shall be addressed. 2. Prior to the installation of any signs, the applicant shall obtain a sign permit. Prior to the issuance of a building permit: 3. The plans shall be revised to meet all stormwater rate control requirements. 4. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. The fencing material shall also be reviewed and approved by staff. 5. The applicant shall show how the internal drainage system will be integrated into the building design and shall be reviewed and approved by staff. Prior to any grading done on site: 6. The applicant shall complete a wetland delineation of the property, to be reviewed and approved by the TEP. Prior to issuance of a Certificate of Occupancy: 7. All ground mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. 8. All required landscaping shall be fully installed. Resolution 2020-XX Page 2 9. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. 10. A maintenance agreement for the stormwater management facilities shall be recorded against the property. ADOPTED by the City Council this 15t1i day of October, 2020 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Here is the narrative regarding operations of the facility: The school year typically has 170 student busing days per year, Mondays through Fridays. The Transportation Facility staff will begin work at approximately 5:30 AM, with approximately five to seven staff reporting initially, primarily maintenance and office staff. When operating at full capacity we will have approximately 75 employees at the site, most reporting between 6:15 and 8:00 AM. On school days, approximately 30 buses will be leaving the lot between 6:10 AM - 7:00 AM. The majority of these buses will return to the site between 9:30 AM - 10:00 AM. Approximately 20 buses will be out during the hours of 10:00 AM - 2:00 PM for early childhood and special education routes. Afternoon routes will begin leaving the facility at approximately 1:30 PM and most will return between 4:30 - 5:00 PM. Evening and weekend operations are minimal, as buses will run for activities and field trips only. 0 U Z w m 0 Lo 00 00 N 0 CD W D U) W W U) m W 00 wsb October 1, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review White Bear Lake Transportation Facility WSB Project No. 016105-000 Dear Ms. Juba: We have reviewed the site plan submittal for the proposed White Bear Lake Transportation Facility located east of Fenway Boulevard at 134th Street. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Sheets dated 8/14/20 by Larson Engineering • Architectural Plan Sheets dated 8/14/20 by Wold Architects and Engineers • Stormwater Report dated 8/14/20 by Larson Engineering • Soil Borings Completed by Twin Cities Testing Dated 3-17-06 Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to have two accesses. Both are located on Fenway Boulevard, one at 134th Street and the second, approximately 300' south of 134th Street. Proposed access locations are acceptable. 2. Water service to the site will be achieved by either tapping the existing 12" watermain running along the northbound driving lane of Fenway Boulevard or by connecting to an existing 6" or 8" water service stub across from 134t" Street on Fenway Boulevard. The applicant is proposing an 8" loop around the building with three hydrants for fire protection. 3. Sanitary sewer service is available to the site from an existing 8" sanitary sewer stub across from 1341" Street on Fenway Boulevard. 4. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Stormwater Management 5. The stormwater water quality and rate control requirements are proposed to be met through the use of onsite infiltration basins. The basins are sized to meet the City's water quality requirements however the site is currently not meeting the City's 100-year rate control limitation of 0.1 cubic feet per second per acre of drainage, but we are working with the applicant with regards to modifications to their proposed plan. SAUsers\R_Juba\DEVELOPMENT PROJECTS\WBL Transportation Facility\Site Plan\Engineer Comments\016105-000 LTR RJuba- WBL Transportation Facility Site Plan 100120.docx Ms. Rachel Juba October 1, 2020 Page 2 Additional stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. The applicant's engineer has submitted a revised stormwater management plan at the time this staff report was being finalized. Upon preliminary review, it appears the revisions made are consistent with meeting our permitting requirements. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. 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I / / ��4= �// \\ 6 x 931.8 1 / ` I x �32.0 � \r933-fr- � \ � 14 I� / x x x 931.9 / x 934.5 �34.3 935.1 x 934.1 0,".0 - - x 93 . 1 \ *SB k� 934.0 x 934.5 n I \ ` x 933.4 x 934.5 / 934.2 x x 934.7 x 287 / xp31.9 CID x 931.9 x 931.8 9 TC Ll l N I x 931.8 I- x�33.0- 934.I Q ' � / x 933.7 x 933.6 xZJ33_8 \ I �7 / \ x 933 9 x 931.5 x 931I x 933.7 \ / x 934.3 / I x 931.6 I 1 -=934 x 931.6 x g33.3 I934.1x 9 x 933.8 2 x 932. I x 933.4 x 934. I x x 933.3 Z � 93 0 x 931.2 x 931.6 x33.8/ / O 934.6 x 928.9 x 931.6 cp ( Q 0 M N 2 C'w "V T I x 933.6 J - n` Q I� � x 933.6 x 934. I m Q � 929.0 �- x 933.5 j TC x 931.3 x 9 .9 /\ x 933.0 I x 931.5 x 931I9 ��/ I / x 934.0 M ' x 931.7 / I \ / Y 00 /t x 931.5 x'g33,4 V'I t / 30.7 1 1 I I x 933. I U ~ I ' x 931.5 x x 931.7 I I I x 934. I x 934.0 x x 933.9 / O / O x d 931.8 Imo// `� 933.2 x 934,2 0 / 935.0 O LtiY j I I x 932.4 I / / / / m Q 934. C� �m D~ /rn`V\ �3 V 933.9 / x O _j/ � Q O / I J / x 931.8 x 9 2.0 I x 933.s x 933.5 � � Z _, \ /928.9 DRAINAGE AND / x 933.6 933.8 J Q a ^ �o / - UTILITY EASEMENT 931.8x ` x 933.0 I x 933.1 vU Q 6 c PER PLAT x s31.s x s31.7 I / x 933.2 9.1 30. x 931.632.0 I \ / ~ I x 934. I x 933.6 x 934.3 x 934. I / x 933.3 x 933.7 / (n w m 2 / x 934. I x 933/8 w� x 934.2 934.5 T x 933.2 929.4 2 RLS 42594 I \ x 932.4 x Q 934.6 w /� x 9 ---` x 931.6 x x 931.4 / / 1 I x 931.7 I / / x 933.1 x 933.0 \ _ 931.8 I� r x 933.7 \ 929.3 �� //�' TC \ TC 931.4 co I/ x 933.1 x 933.4 x 933.2 3�� -\ x 933.2 14" TR c� O 9.6 ^ x 931.9 93 L8 / I I ( �9 934.3 ■ 931 3 x SB / 9 2 TO =929.3 �' 10 C cp 931.6 / x 934.4 x 934.2 \ / \ x 933.3 ,92 INV 926.35 S �33@.3L TC x 23p /5 / 932.5 x I x 934.6 \ Q 11 x x 933.0 x 3 x 934.6 933.9 \ ` a 9 x TOp 93Q� 931.E -\ x 933. I / 3 x 933.5 x 933.7 934. o `V O , G SMH12" ASH 0 x -x 932.0 / x 933.5 x 933.0 \� \ � I- x 929.0 29.4 N 29.8 - 931.3TC O 929.6 Q 1 x V_ 925.8 N TC x x x I �_ 33.0 932.7 \ Q TC � G �. INV= 924•3 E 931 9 932.3 � � x 933.5 � 07 ;� h _ 0 x 924.28 S UG 12' ASH TC / \ x 933.0 x 932.9 \ Q (/) x 935.1 N 2 g3 � N'L y LAN - 932.3 AIS x 933.2 I \ \ \ ( ^ 2STRo- ^ 0.4�( ?4� RCP BALD EA 10 T 2, BLOC x 932.7 TC �UL� 6 �c 932.7 / x 934.4 x 934.3 x�0 v , /` S SAN I T S PA E ►ND K j 932.8 9�32.a ��� x 932. 929. 929. 931.0 RK 4TH ADDUSTRIAL � \2' 9 x 934.4 1 \ \ 933.0 934.1 TC TOpN / 932.9TC � x934.7 6 INV=y22.7 TC I / 931.6x ITTO o� TOp_ T 933.1 - U= x933.4 933.6 x 929.8 ce 930.5 V SANS (P) 932,g 00" �pINR 932.7 \ \ 36" + TOP=9 x INV- 925.1 SE 32.9�N \ 10" PINR \ x 933.1 x 933.0 �_ ST SCP TC9 ,5 ?4" n INV=g24 3 N Sw B T U M 932.0 x g24.8 NW � \ 932.7x 933_3- � x x 933.9 x 933.0 x � I x 932.9 92g T�' 931.0 ► N 0 \ 9 . x 933.2 �,Q/%,Q-933.8 932.8 x 932.7 <v� x 935.1 INV-g21. I S' Q C TC (J S 932.5 24"RCP �i. N \ \ k Y_" L/ - �Q/ \ / �� /929.8 INV=g21. g5 S 0� 931.E ST S ij �_ \C10% k - �/// _x _6�1934. I_ 933.7 x TC INV-9/9 4 N JT B TC SAN S (P) x 932.9 PINR X 933.1 G x 933.2 O INV- •9 �932.4 10 FT CHAIN�� �T? cex g2 932. I k x 931- C9 933.8 x �93 8 \ x g33.6I- x 933. I Q 929.6 929.8 INV g25 I5 NE TC _ x 93ji.2 DRAINAGE AND 4" 6 933.2 s32.7 LINK FENCE \ ��k � �� � _ SqN g29,g x WV TC92455 W g 933.9 _k �� UTILITY EASEMENT To 932.5 932.5 �OP� -5� Q x 932.1 x 933 9 x•9� x 933.3 J'j �- x 933.3 TC `N�,9231.s x s 2 8 \ PER PLAT INV -922 8 x 935.4 INV-g20 0 E SANS SAN 24"RCP ST S �i � x 933.2 �_� � � --933.8 INV=g19.15N, S (P% 931.7 TOP=931.7 933.2x 9�\ x933.3 5 FT CHAIN / / s3� k_ \/ ' CB INV=922.0 LINK FENCE 933.7 x 33.9 k CID x933.7 2 1 w DRAINAGE, U ILITY AND �` k x 933.7 x g33,g x TR�Ns � \ I PONDING EA EMENT PER ^ 935.1 k_ � � �\ � 1/2" OPEN / 931.9 93TI = 933.5 DOC. NO. 3215643 / I 934.4 _k �� / 934.2 x 935.2 x 935.5 x 935.2 x 935.7 4���,I,i Denotes found iron monument Denotes 1.17 inch diameter copper magnetized marker with disc cap affixed stamped LS-44900 set AIS Denotes advertising/information sign BH Denotes beehive catch basin BTL Denotes beavertail curb CB Denotes catch basin CBX Denotes communication box DIP Denotes ductile iron pipe G Denotes gutter HCR Denotes disabled ramp HYD Denotes fire hydrant INV Denotes structure invert LP Denotes light pole MH Denotes manhole (P) Denotes per plan PEP Denotes polyethylene pipe RCP Denotes reinforced concrete pipe SAN Denotes sanitary manhole SAN S Denotes sanitary sewer SB Denotes soil boring SMH Denotes storm manhole STC Denotes top of surmountable curb ST S Denotes storm sewer TC Denotes top of concrete curb TRANS Denotes transformer UGC Denotes underground communication line UGE Denotes underground electric line UGG Denotes underground gas VCP Denotes vitrified clay pipe W Denotes water line WV Denotes water valve BAS Denotes Basswood tree LOC Denotes Locust tree PINR Denotes Red Pine tree TR Denotes deciduous tree 934.6 x 934.0 �x 934.0 x 935.2 x 935.8 x 935.8 N 2 / h TC \ I 933.6 �934.9 _k \ 11 GB / 933.9\ _X - I - / RLS 14889 ; `V TOP=932.0 ;V g33.6 -� 93 2TC INV=925.65 SE,NW ?¢" nh 933.5 \ 935.1 935.4 x 933.5 �33� x 935.5 935. I _ HYD B H92�?2.05 RCA ST S �� \ k�Q_ /� Q n O % %/ -9L 934.3 934.7 x' x 935.2 N 2 93 TC \ 935.4 93 . k ` } / 8 OO 27 W y��6 /54. 28 } - . � - �h 93TIC 93TC h N8/'25 �n� l \ 935. 9g50 X X X-x x /54. /Jr X X■ X 934.9 9 b� /43. 934.1 934.1 34.4 934.6 933.1 TC TC 933.6 \ B 1 T V M 10 FT CHAIN g33 2 x 932.6 n T\ N LINK FENCE g'S� ,y �` � L DESCRIPTION OF PROPERTY SURVEYED x933.0 ��9� UTILITY NOTES x933.3 \ / \ (Per Warranty Deed Doc. No. 4227212) x933.4 I.) Utility information from plans and markings was combined with observed evidence of utilities to Lot 3, Block I, Bald Eagle Industrial Park 4th Addition, except that part of Lot 3, said Block I, develop a view of the underground utilities shown hereon. However, lacking excavation, the exact x933.2 / /\ \ -4� lying Northeriy of the following described line: Beginning at the Northwest corner of said Lot 3, location of underground features cannot be accurately, completely and reliably depicted. In addition, and assuming the Northeriy line of said Lot 3, bears South 78 degrees 08 minutes 53 seconds Gopher State One Call locate requests from surveyors may be ignored or result in an incomplete x932.8 East; thence South 65 degrees 53 minutes 58 seconds East, a distance of 784.64 feet to the response. Where additional or more detailed information is required, excavation and/or a private East line of said Lot 3 and said line there terminating, according to the recorded plat thereof, utility locate request may be necessary. x933.0 x933.5 x933.5 x933.3 x933.4 Washington County, Minnesota x 933.5 x 933.5 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to BENCHMARKS (BM) AREA construction or design. PLAT RECORDING INFORMATION (NAND 88) 3.) Some underground utility locations are shown as marked onsite by those utility companies whose Gross = 307,449 square feet or 7.058 acres The plat of BALD EAGLE INDUSTRIAL PARK 4TH ADDITION was filed of record on June I, 2000, locators responded to our Gopher State One Call, ticket numbers 201970938 and 202091829. I.) Top of top nut of first fire hydrant north of site on east as Document No. 3106124. side of Fenway Boulevard (not shown on survey) CONTROL POINTS 4) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252- 1 166) for precise onsite location of Elevation = 93631 feet F"I x 934.5 x 933.9 I hereby certify that this sketch, 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 Minnesota. Dated this 3rd day of August, 2020 SUND LAND SURVEYING, �LLC. By: - - -- - - ---------------- Arlee J. C Is P.L.S. Minn. Lic. No. 44900 Revision I By I Date Drawing Title. BOUNDARY, L OCA T/ON, TOPOGRAPHIC and UT/L/TYSURI/EYFOR: INDEPENDENT SCHOOL DISTRICTNO. 624 New Hugo Bus Garage [ ] Bearings and/or dimensions listed within brackets are per plat. utilities prior to any excavation. 2.) Top of top nut of first fire hydrant, south of site, on STATION NORTHING FASTING ELEVATION JISUNDE 5) There apparently is a watermain running along the northerly line within the drainage and utility east side of Fenway Boulevard 2001 244870.288 456032.973 928.33 LAND SURVEYING easement (established by Doc. No. 3374055), however, we have not been able to find construction Elevation = 932.05 feet 3000 245439.842 456300.274 935.84 www.sunde.com GENERAL NOTES documents or as -built documents for this utility line. This utility line was also not painted by 30 0 30 60 Gopher State One Call. 3.) Top of top nut of first fire hydrant east of Fenway I.) Survey coordinate basis: Washington County Coordinates Boulevard, north of site Elevation = 934.71 feet SCALE IN FEET Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420-3435 952-881-2455 (Fax: 952-888-9526) Project.2020-07J Bk/Pg:909IJ2 Date. 0810JI2020 Township:031 Ronge.21 .Sect%On:JO Sheet: 1 of 1 File: 202007JO01. dwg J 1 1 2 1 3 1 4 1 5 1 6 1 \ aCB / \ TOP=930.5 INV=926.4 NE / INV=926.3 SW SMH N \ 1 ^ I NOV=926.0 NE / A INV=925.95 SE,SW / l 12"PEP STS 3 / n \ 1 MN Icc/I / \ �sy S C- /9 �\� /I Cl) T �y _ INV \ \\ II \ BH �R / I 6 \ TOP=930.7 \ \NV=927.5 NE,NW a Op \36 I INV= SAN _ TOP=933.1 INV=924.1 B ` O I I // 4" I CP ST S / l SAN S (P - / Ucc � S I / a SAN TOP=927.6 \ � \ 2 , INV=921.1 NW \ \ 6.7 / / INV=920.95 SE 1.0 INV=919.35 NE,SW I S �oJ I I I CB / CA _ Sy RCP �P B l 4 I \ I NOV= 932.5 NW,SIE CB I I I INV=927.1 NE STS � / \ \ Wv =927,o S/TaP-9a2.2 /// 'NV_g23'4 SW '� / / I N1R-92bS5 NEaNW \ / TCB OP=933.� \12a\ \ \ ;g 14 INV-929/�3 SE Quo \I _ �/ \ / INV=929.2 I�.W S \ V=y23.1s SW N74� sw NVmr92&85 NW \ \ / / / I P 929 =921 5=927.0NE / \ =918.6 SW =918.55 NW I nco \ \ \ \ \ ZZ = =-_- _� I _ \\ ------ CD - - ti I / I I I I cc N o 04 o ii LL ce co TO 0 929.3 \ n p INV 926.35 S SMH _ _ - - - 3 -I I -� 5.8 y C / �NVV_924 3 N INV_924.25 g CC UE ?ST SCP _?4 RCP / nI- LL W SAN (STS N _-III roP-82s CO INV_922.��\ SAN \ �/ 1 -UGC \ 1 \ I J I I I I CB z ?4 I IN P 9929.3 S ( \ \ INV-g2 Top,q�� E /' o cP � 24.3 N NW I \ E IDS SW 1 \\ -24"RCP S \C--�____�_ _ _ -I I III �T0 8 \ SANS(PJ `\ 1 _ -III 15 2 9- INV_ - INV_g2455 NEIOP�29 ti W N�1925� X \ R - �� SAN cpST S SAN TOP=931.7 � INV= 922.0 =III III III _I U Y o I I TOP=9 5.6 ti INV=925.65 SE,NW \2g,R CpSTs I � \ \ \ F 7 1 8 SYMBOL LEGEND / I II 11 r-� / I I I / REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT SECTION REMOVE AND DISPOSE OF ALL UNDERBRUSH, TREES, AND ROOTS KEY NOTES 1O REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER. OREMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT. OREMOVE AND DISPOSE OF EXISTING TREE AND STUMP. OREMOVE AND DISPOSE OF EXISTING CASTING ASSEMBLY. REMOVE AND DISPOSE OF EXISTING CONCRETE ADJUSTMENT RINGS. OCLEAR AND GRUB EXISTING TREES, SHRUBS. STUMPS, ETC AS NEEDED. OPROTECT EXISTING UTILITIES DURING DEMOLITION AND CONSTRUCTION. DEMOLITION NOTES 1. Verify all existing utility locations. 2. It is the responsibility of the Contractor to perform or coordinate all necessary utility demolitions and relocations from existing utility locations to all onsite amenities and buildings. These connections include, but are not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc. 3. Prior to beginning work, contact Gopher State Onecall (651-454-0002) to locate utilities throughout the area under construction. The Contractor shall retain the services of a private utility locator to locate the private utilities. 4. Sawcut along edges of pavements, sidewalks, and curbs to remain. 5. All construction shall be performed in accordance with state and local standard specifications for construction. NORTH 0 15 30 60 WBL TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo, MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. 1 hereby certify that this plan, specifications 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. 2� �/(-- Greg A. Buchal, P.E. Date: 08.14.20 Lic. No.: 23793 Revisions Description Date Num Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 City Comments September 30, 2020 3 Comm: 12196171 Date: 08.14.2020 Drawn: MTH Check: GAB North DEMOLITION PLAN 1 I I 0 0 0 C100 J 1 ' 2 ' 3 , 4 ' 5 1 6 1 0- I_1 D 0 I / 10 \ 1 \ 6 x \ \ 8C 8D 6 \ \ 8G \ \ Z N \ ❑ � \ X` k X\ k O o 8F `Y) 1 13 \ ' o o �i ' � 6 � M X o —o E O :C _ O ° 13 X x x— � 7 1 — — 1 I F —L 3' -x x 7 1 8 SYMBOL LEGEND NEW LIGHT -DUTY BITUMINOUS PAVEMENT SEE DETAIL 1/C600 NEW HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 2/C600 NEW LIGHT -DUTY CONCRETE PAVEMENT SEE DETAIL 3/C600 4 ° a G NEW HEAVY-DUTY ° CONCRETE PAVEMENT E SEE DETAIL 4/C600 NEW STOOP/APRON >< SEE STRUCTURAL/ARCHITECTURAL X 8' IRON WORLD METAL FENCE, SEE DETAIL 11/C600 1 ® PAVEMENT MARKINGS NO PARKING o LIGHT POLE/OUTLETS, SEE ELECTRICAL KEY NOTES \ NEW LIGHT -DUTY BITUMINOUS PAVEMENT, DETAIL 1/C600 \ NEW HEAVY-DUTY BITUMINOUS PAVEMENT, DETAIL 2/C600 \ NEW LIGHT DUTY CONCRETE PAVEMENT, DETAIL 3/C600 \ NEW HEAVY-DUTY CONCRETE PAVEMENT, DETAIL 4/C600 \ NEW SURMOUNTABLE CURB, DETAIL 5/C600 \ NEW B612 CONCRETE CURB, DETAIL 6/C600 \ TRANSITION CURB \ NEW PARKING SIGN AND POST, DETAIL 9/C600 \ ADA PARKING NO PARKING ACCESS AISLE STOP SIGN \ BUSES ONLY \ BEGIN ONE WAY \ DO NOT ENTER \ LANE USE \ NEW ACCESSIBLE CURB RAMP, DETAIL 10/C600 10 MATCH EXISTING CURB 11 DOUBLE METAL PRIVACY FENCE SLIDING GATE, DETAIL 12/C600 12 SINGLE 4' METAL PRIVACY FENCE GATE, DETAIL 13/C600 13 8' IRON WORLD METAL FENCE, DETAIL 11/C600 14 NEW CONCRETE VALLEY GUTTER, DETAIL 8/C600 15 2'X2' CONCRETE PAD FOR SECURITY CARD READER 16 NEW CONCRETE STEPS, DETAIL 7/C600 17 NEW BOLLARD, SEE ARCH DETAIL B1/A6.101 18 NEW FLAG POLE, SEE ARCH DETAIL B2/A6.101 19 NEW TRASH ENCLOSURE GATE, DETAIL 8/C602 20 NEW TRASH ENCLOSURE, SEE ARCH 21 SEE ELECTRICAL 22 SEE MECHANICAL NORTH 0 15 30 60 WBL TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo, MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com ©2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications 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. v0-1 `— Greg A. Buchal, P.E. Date: 08.14.20 Lic. No.: 23793 Revisions Description Date Num Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 City Comments September 30, 2020 3 Comm: 12196171 Date: 08.14.2020 Drawn: MTH Check: GAB North PAVING AND DIMENSION PLAN 0 200 1 2 3 4 5 6 1 / \ / / v / \ \\ n I \ / MN IN, II I I C601 \ 935 \ 1 g 934 \ _ / C601 933 _ I 928.19 TC* C 928.61 TC 932 931 10 �c I 927.69 GL* I 8.11 GL C601 g I 930.70 EOF 929 C601 OVER EXCAVATE APRROXIMATELY 1.5' B a I 929.89 TC 928 WHERE REQUIRED TO REACH SP SOILS. 29.39 GL 31.00 TC BACKFILL WITH ENDED SOIL MEDIA. _ / GL 1 �.� 927.48 GIL I 930.50 C601 INFILTRATION BASIN #1 • / / 8 930.30 CC ° °° BASIN BTM: 928.00 \ / 0 / C601 TLET: 929.60co o 0 (0 0 0 1 929 928 100-YEAR HWL: 930.66 \ ( w �,0-0 000 C601 \ o 10 00 °00w ' 931 7 \ \ \ _ 929.82 TC o 000 0 0° 1 932 C601 \ �s • 929.32 GL ° ° c 931.34 TC 928.90 G i 930.84 GL _v _ 933 1 \ 927.23 GL / / 931.34 TC ^,`"� \ 934 °°° C601 I 930.84 GL wco 934.43 TC 928.36 TC 933.42 TC-� 933.51 TC \ I 933.93 GL - 933.16 CC 1927.86 GL / 932.92 RIM 933.01 GL ' 1 l 93410 T.01 TC _>>_ j - J 934.43 TC ^ 933.71 GL C601 q%% 927.52 C 927.02 GL* 933.93 GL I / \ ' O 933.71 TC 6 934.50 TC 934.20 GL/TC / (TYP.) 934.00 GL � �/ / / / / '- 'OVER EXCAVATE APR.5'ROXIMATELY 1 933.21 GL (TYP.) C601 G)934 / / / / / / / ,/ / WHERE REQUIRED TO REACH SP SOILS. I 9 934.41 TC 934.71 TC BACKFILL WITH AMENDED SOIL MEDIA. / C601 934.01 TC 933.91 GL 934.21 GL / 934.93 C 1 934.74 TC 934.71 C ; 1 934.34 GL 933.51 G L 934.40 GL/TC / 934.88 G / I \ \� 10 934.14 TC l I I �/� C601 � 934.51 C _ 934.95 C - 933.64 GL o 934.73 C � � - - - \ C601 934.34 B -� I \ \ � I/ / 933.96 GL ' 935.00 FFE C 935.50 TC ° 934.23 B I _�929 Wg 934.52 _ / .934 L T .00 GL 931- - - - - o v , I 934.02 GL �NSpO 935935.C601 12 TC / - - - - - - ` FFE' 935.00 (AR N FACILITy 934.62 GL 933.00 933.00 TC/GL 2 933.42 BS _ - _ _ - - - - - �933` _ \ \ \ 934.51TS__- 934.60 TC 933.36 TL 933.99 BS / _ 60 Z- 935.00C 934.10GL-932.86G/_ _ -_ __ _ _ q, 934.51 B / / `�� ' 934.b7 BS / / / / / / / / _ _ _ _4i_ = = = I \ 934.90 C 1 / ZZ 934.37C 934.73C / 933.27TC / / l 1 1 /�'- - =__ 4` = _ \_�_\\\ I 1 934.26 TC / 932.77 RIM 934.14 TC 934.59 C 935.45 TC - ' / - 14 I 934.76 GL / ��/ 933.37 C 935.15 GL \ \ 933.84 GL- 70 / /c i 935.50 TC I 934.60 TC 933.10 C < \ _ = - �� _ - - _ - - - = �\\\)) // // \ 933.00 GL/TC _ - - / � _ \ \ \�- -935 -=_ / \ / 934.10 GL _ - - - 935.45 TC - �� / / 934.71 TC - 935.15 GIL 93 935.30 TC I 9� 933.22 G L/TC \ \ - - - - - - 0 3 935.00 FFE 1 ' " 934.21 GL D �� � --tp_--- _ - - 935.00GIL I 934.64TC ° 03--_-_---- -_-_ / / I ' I 1 934.14 GL v / i _ _ 934.14 TC / III ' I / --- f=-== _J� 933.84GL\�---934.84TC 934.44 C (� {' \ 0 934.57 GL TC 935.50 C \\ rn i _ 933 � T� 934.95 C 934.97 o * / c I I 935.00 GL 934.47 GL / / 933.00 RIM 0�3� 935.09 TC I 9 I 934.84 TC / 954.79 GL 928.77 TC 932 928.27 GL* / C601 I 934.34 GL 0 935.05 TC / 6 (TYP.) ry 932.03 TC I 935.01 TC 934.55 GL C601 931.53GL 934.51 934.26 G ° I 932 931.75 TC E D / c 931.57 TC o �/ 931.25 GL ��', I / 935.65 TC / \ / 931.07 GL 931.79 TC 934.43 TC �� g3� / 935.15 GL 3� 933.00 RIM 931 930.79 GL C601 (TYP.) 934.13 GL 934.83 TC / 0 9 934.64 TC °� 'ter / / / 934.53 GL N / 11931.52 TC 31 / 934.14 GL / 9� / / 931.02 GL 931.26 TC I 6 / (TYP.) / ^934.56 TC N / C601 / / 930.76 GL 930.93 TC 930.04 GL , C601 933.85 TC C601 / i ' moo, _ _ _ ^ _ 934.26 GL 930.43 GL TC // / 933.55 GL I / 934.N GL 935.15 G 3R _ / M � I I 1931.78 TC 0 _ 930.00 CC 10 / IN 3 / rn 931.28 GL � 930.96 TC C601 \ 933.34 TC I / / g3 - / C U M 929.13 TC* /� 930.46 GL 933.04 GL I / _ / ce, �, 6, rn 928.63 GL* 931.96 TC 933 \ I / / 933.84 G ` � ^ g 931.46 GL �_ co 930.56 TC _ \ 930 g3931.15 TC 1_ 930.26 GL 931 I 930.65 GL 934.74 TC - - _930 9g29 3 934.24 GL 31 00 930.20 EOF gI 933.00 RIM n 0 928 g3 933 4 a \ i \ 935.45 TC 928929 IN gap 931 2 935.15 GL t o INFILTRATION BASIN #2 g28 1 \\ 934.26 G \ _� ^ \ \ U C / ?/ _ \ RASIN i Q7R nn Q�n r.Fni 1 I \ o� w \ I \ E 1� I ' • I I I 1 F ° \7 ° _ "-- 935.15 GL \g35 / / OVER EXCAVATE APRROXIMATELY 1'. ��__' �\ 933 934 ° \\ ' \ / TC WHERE REQUIRED TO REACH SP SOILS. -c'� 933_ 934.34 TC ° \ �1 / 934.56 GL BACKFILL WITH AMENDED SOIL MEDIA. g34 933.84 GL 934.26 GL x • \ \ _ _ 935 0 \ - 9� 934.83 TC _ 934.53 GL 935.65 TC 935 ° - x \ \ I\_ 935.15 GL�_ �_X 0 _ X 934.34 TC o 933.84 GL -X g3 935.09 TC x 934.84 TC X _ 934.79 GL I - 934.57 GL X X - 934.50 G X X 7 0 LEGEND R - - - - 950 - - - - EXISTING CONTOURS PROPOSED CONTOURS - MAJOR INTERVAL 950 PROPOSED CONTOURS - MINOR INTERVAL 949 - - - - - - - GRADE BREAK LINE GRADE SLOPE SILT FENCE SEDIMENT ROLL o°o°o°o RIP -RAP / ROCK CONST. ENTRANCE INFILTRATION BASIN I INLET PROTECTION r CONCRETE WASHOUT STATION L J (LOCATE DURING CONSTRUCTION) . . . 950.00 TC SPOT ABBREVIATIONS: 949.50 GL TC - TOP OF CURB GL - GUTTER LINE B - BITUMUNOUS G - GRADE C - CONCRETE CC-CURBCUT EOF - EMERGENCY OVERFLOW TS - TOP OF STEP BS - BOTTOM OF STEP IGRADING NOTES (*) - EXISTING TO BE VERIFIED WBL TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo, MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 I 1. Tree protection consisting of snow fence or safety fence installed at the drip line shall be in place prior to beginning any grading or demolition work at the site. WOLD ARCHITECTS 2. All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further AND ENGINEERS instructions. 332 Minnesota Street, Suite W2000 3. Grades shown in paved areas represent finish elevation. Saint Paul, MN 55101 4. All construction shall be performed in accordance with state and local standard specifications for construction. woldae.com 1 651 227 7773 EROSION CONTROL NOTES 1. Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit. The SWPPP shall be kept onsite at all times. Larson 2. Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to Engineering, Inc. beginning any excavation or demolition work at the site. 3524 Labore Road 3. Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install White Bear Lake, MN 55110 temporary earth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours 651.481.9120 (f) 651.481.9201 as deemed necessary to further control erosion. All changes shall be recorded in the SWPPP. www.larsonengr.com 4. All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 50' Into the construction zone. ©2020 Larson Engineering, Inc. All rights reserved. 5. The toe of the silt fence shall be trenched in a minimum of 6". The trench backfill shall be compacted with a vibratory plate compactor. 6. All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. 7. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 7 days after the construction activity in that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. 8. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property / edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 7 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. 9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water. 10. All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications. 11. All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or water body. 12. All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage during construction shall be provided with inlet protection. 13. In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 14. Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP. I 15. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP. 16. If sediment escapes the construction site, off -site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off -site impacts. M a' I 17. All soils tracked onto pavement shall be removed daily. 18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area. I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision 19. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface and that I am a duly licensed Professional Engineer waters, including stormwater conveyances such as curb and gutter systems, or conduits and ditches unless there is a under the laws of the state of Minnesota. bypass in place for the stormwater. 20. Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition Greg A. Buchal, P.E. debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. Date: 08.14.20 Lic. No.: 23793 21 Oil gasoline paint and any hazardous substances must be properly stored including secondary containment to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. 22. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite. 23. All liquid and solid wastes generated by concrete washout operations must be contained in a leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. Revisions Description Date Num Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 City Comments September 30, 2020 3 24. Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales, etc.) shall be removed from the site. Comm: 12196171 25. All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the Date: 08.14.2020 site. Drawn: MTH 26. Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization. Check: GAB North 27. Erosion control blankets are to be placed on all slopes 4:1 or greater. Reference sheet C500 for erosion control blanket placement. GRADING AND EROSION NORTH 0 15 30 60 CONTROL PLAN 7 1 1 0 0 0 300 0 3 1 4 1 5 1 6 1 7 0 R � I ' CB / = TOP=930.5 Q INV=926.4 NE INV=926.3 SW SMH TOP=930.4 A NV=926.0 NE INV=925.95 SE,SW / 12"PEP STS co W3 aNiN°\ c �UCF\ (A �i W MN \ \ \STscp\ a 15 I �J TO TOP=930.7 / a INV=927.5 NE,NW a Q7 78 LF j 12" FES-7 2 �� RCP @ 5 90% RIM: 929.60 C601 1 B o STMH-10 0 ' (NEENAH R-1642) I RIM: 929.50 3 RAIN GUARDIAN-1 FES- 1 2 NEW FRAME AND COVER . RIM: 93030 INV (E): 925.00 C601 INV: 928.00 C601 1 (NEENAH R-3067-C) c \ INV (N/S): 924.56* INV: 929.30 2 RIM: 927.17 C01 - C602 8" GV/ BOX 4 ' INV=919. C602 SA�sr�J WET -TAP 1 �1 8" DIP WM s _ / / / / / / / / / / s� / / g31 � 936 INV= SAN _ GGG, TOP=933.1 \ $ INV=924.1 4" RCP ST S �hQy 5 UGG S 'SAN S (P)_ _ \ c FES-2 2 ce '�cp INV:929.95 C601 TOP=932.5 rua EX WM ►_ j o 6" HYDRANT INV=927.15 NW,SE \ I 'TRCP 1g2 LF 6, VC I _ a 3 NV=927.1 NE S\ S � P ,.� 6" GV W/ BOX s �oSE ' SCH• 40) @ 2 280 1 8" X 6" TEE C602 RAIN GUARDIAN-2 CB \ 4 ti % J = TOP=933.7 " SW M U _ 8„ RIM: 933.16 INV_929.3 SE _o I 85 ^ c _ 8" GV/ BOX 4 =WM INV: 932.16 121 INV=929.2 NW ` \s NE / ro a LF 12�' RCP 8" X 8" TEE C602 C60 wv= SW )> @ 0.5% CB-1 (NEENAH R-3067) _ o \ 45° BEND c RIM:932.92 3 SAN-1 ro a C i 2s.9 INV:928.79 C601 5 SE: 928.02 RIM:934.48 INV IE � NEW FRAME STMH-2 (SE): o 'NW AND COVER 1 (NEENAH R-1642) C601 INV (W): 926.02 d (NEENAH R-1642) C602 3 RIM: 934.60 45 LF 6" PVC (SCH. � / I RIM: 930.10 INV: 928.37 40) @ 2.00% - - Lo Q CONNECT TO EXIST C601 SUMP: 925.37 Z / 41 J SANITARY SEWER: 4 45° BEND � a c INSTALL CLEAN -OUT C601 _ - COORD W/ MECH. a / 'INV: 921.65 ± (VERIFY) co- INV 928.92 COORD W/ MECH. �o IMP/ TRA INV 930.75 11 \ FFE' 935 00 (qRC 1ON FACILIT / V I H 10p_0",) Y O � IQv ' 45° BEND C] I 6" HYDRANT 3 6" GV W/ BOX P C602 8" X 6" TEE 1 � 45° BEND a 0 �� / J RAIN GUARDIAN-3&4 RIM:930.00 INV:929.00 12 -I ce To 929.3 IN 926.35 S I C ' ?STRCP S w COORD. W/ MECH. INV: 927.00 6" DOM W/ GV 6" GV/ BOX C602 ° f 8"DIP wM 8" GV/ BOX 4 8" X 6" TEE C602 _1 450 BEND J I ON h o' \ Q 4 FES-3 2 \ INV: 928.00 C601 i CB-3 (NEENAH R-3067) 3 RIM: 932.77 _a INV:928.42 3 SUMP:925.42 C601 co 6" HYDRANT 6" GV W/ BOX 3 8" X 6" TEE C602 450 BEND FES-4 2 \ INV: 928.00 C601 \ X`X 2 FES-5 \ X C601 INV: 928.00 X� \ OcoX\ \ J o ^ \ 0 Cl) O1-0 @ I j O f CB-4 (NEENAH R-2501) RIM: 933.00 INV: 928.65 3 SUMP:925.65 C601 IR @ CB-6 (NEENAH R-2501) U RIM: 933.00 INV: 928.73 3 SUMP:925.73 C601 LL J o N O X L C601 I z 0IR CV o o CB-8 (NEENAH R-3501-TB) in X N a RIM: 933.04 `'' U INV: 929.19 3 c SUMP: C601 30 O O X SMH __ CB-5 (NEENAH R-2501) -INS_8 929.8 FES-6 2 RIM: 933.00 INV_ 92s N �_ INV: 929.00 C601 3 INV_ 924.3E 0 �_INV: 929.21 s24.2s s cc LIE X I SAN _ 24"RCP ST S V 0 n `UCE TOP=92s. E _ IN cs 2222 SAN S Top-9 %2 o �c ° CB-7 (NEENAH R-2501) X TOP_ INv-92s.1 RIM: 933.00 24" INV 92433 IN 924.8 NW X_ ° INV: 929.29 3 CP X N, SW E / S � � RCP ST � _ o C601 _ S X O C� ce SAN p (PJ o X Tol� _ X _ O WV_g25 s _ _ INV-924 NE 5 W X _ X SAN 932.9 _ XO 925 0 \?¢",PCP X _ s SAN STS � � ° TOP=931.7 \ _X _ O INV=922.0 i F X X CB _ X X X X X TOP=932.0 _ INV=925.65 SE,NW / � 'PCP- S LEGEND CTV CABLE UNDERGROUND LINE OE ELECTRIC OVERHEAD LINE UE ELECTRIC UNDERGROUND LINE FO FIBER OPTIC UNDERGROUND LINE GAS GAS NATURAL GAS UNDERGROUND LINE > > SANITARY SEWER PIPE » STORM SEWER PIPE T T TELEPHONE UNDERGROUND LINE -1-1-1 WATERMAIN PIPE » DT DRAINTILE PIPE O STORM MANHOLE O CATCH BASIN ❑ CURB INLET An FLARED END O SANITARY MANHOLE HYDRANT H GATE VALVE & BOX ® WATER SHUTOFF LIGHT POLE 4" INSULATION, SEE UTILITY NOTE 9 2" INSULATION, SEE UTILITY NOTE 9 UTILITY NOTES 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities. These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, electric, site lighting, etc. 2. All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from the City. 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation. 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where located within 10 feet of waterlines or the building. 6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint pressure test. Installation shall meet ASTM C2321. 7. All RCP pipe shown on the plans shall be MN/DOT class 3. 8. All PVC Schedule 40 pipe shall meet ASTM D2665 standards. The solvent welded joints shall use ASTM F656 purple primer and ASTM D2564 cement. 9. Maintain a minimum of 7'/2 of cover over all water lines and sanitary sewer lines. Where 7'/2 of cover is not provided, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide, centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than 5', use 4" of insulation. Insulation shall be installed on all watermain and storm crossings. 10. Install water lines 12" above sewers. Where the sewer is less than 12" below the water line (or above), install sewer piping of materials approved for inside building use for 10 feet on each side of the crossing. 11. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 12. See Project Specifications for bedding requirements. 13. Pressure test and disinfect all new watermains in accordance with state and local requirements. 14. Sanitary sewer piping shall be PVC, SCH-40 for depths less than 12', PVC SDR-26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more, unless otherwise noted. 15. Contractor to install water service into building and extend 12" above finished floor and cap pipe with blind flange - see mechanical. NORTH 0 15 30 60 WBL TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo, MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications 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. Greg A. Buchal, P.E. Date: 08.14.20 Lic. No.: 23793 Revisions Description Date Num Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 City Comments September 30, 2020 3 Comm: 12196171 Date: 08.14.2020 Drawn: MTH Check: GAB North UTILITY PLAN 0 C400 0 3 1 4 1 5 1 6 1 7 , R 1. I_1 B 10 N E 1 F 2 I II SYMBOL LEGEND INFILTRATION BASIN NEW SOD NEW EROSION CONTROL BLANKET SEE DETAIL 11/C601 i LANDSCAPING NOTES 1. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off -site during landscape work activities. Report any damage to the General Contractor immediately. 2. Plant size and species substitutions must be approved in writing prior to acceptance in the field. 3. Landscape Contractor is responsible for ongoing maintenance of all newly installed material 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 limited to, pruning, fertilization and disease/pest control. 4. Landscape Contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 5. Landscape Contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 6. Planting areas shall be edged with 6" black vinyl edging and have 4" colored hardwood wood mulch over a weed barrier fabric. 7. All trees not planted in landscaped areas shall have shredded hardwood mulch placed around the tree at 4' diameter and 6" deep. 8. Restore all disturbed turf areas with 6" of good quality topsoil and seed unless otherwise specified. 9. Green space shown to the East and adjacent to the building in Alternates 1 & 3 shall be sod. LANDSCAPING REQUIREMENTS Building Area = 10,600 SF Perimeter Length = 2,370 FT OVERSTORY TREE REQUIREMENT: One coniferous tree for every 2,000 square feet of building or one coniferous tree for every 100 feet of site perimeter, whichever is greater. 10,600 SF/ 2,000 SF = 6 2,370 FT/ 100 FT = 24 Required Amount = 24 CONIFEROUS TREE REQUIREMENT: One coniferous tree for every 2,000 square feet of building or one coniferous tree for every 200 feet of site perimeter, whichever is greater. 10,600 SF/ 2,000 SF = 6 2,370 FT/ 200 FT = 12 Required Amount = 12 ORNAMENTAL TREE REQUIREMENT: One ornamental tree for every 2,000 square feet of building or one ornamental tree for every 200 feet of site perimeter, whichever is greater. 10,600 SF/ 2,000 SF = 6 2,370 FT/ 200 FT = 12 Required Amount = 12 SHRUB REQUIREMENT: One shrub for every 300 square feet of building or one shrub for every 30 feet of site perimeter, whichever is greater. 10,600 SF/ 300 SF = 36 2,370 FT/ 30 FT = 79 Required Amount = 79 PLANTING SCHEDULE QTY COMMON NAME BOTANICAL NAME SIZE CONTAINER OVERSTORY TREES, SEE DETAIL 6/C602 - J 5 Red Maple Acer Rubrum 2-1/2" Cal B & B - 9 American Linden Tilia Americana 2-1/2" Cal B & B 10 American Elm Ulmus Americana 2-1/2" Cal B & B CONIFEROUS TREES, SEE DETAIL 6/C602 ���� - 71 7 Black Hills Spruce Picea Glauca Densata 6' Ht B & B - 7 White Spruce Picea Glauca 6' Ht B & B ORNAMENTAL TREES, SEE DETAIL 6/C602 - � 5 Pagoda Dogwood Corpus Alternifolia 2-1/2" Cal B & B - 7 European Mountain Ash Sorbus Aucuparia 2-1/2" Cal B & B SHRUBS, SEE DETAIL 7/C602 �1 0 40 Korean Boxwood Buxus Microphylla 12" Ht #2 Pot ❑2 ® 14 Arrowood Viburnum Viburnum Dentatum 24" Ht #2 Pot �3 20 Canadale Gold Euonymus Euonymus Fortunei 'Canadale 12" Ht Pot Gold' O 10 Emerald Green Arborvitae Thuja Occidental is 'Smaragd' 24" Ht #2 Pot NORTH 0 15 30 60 WBL TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo, MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications 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. Greg A. Buchal, P.E. Date: 08.14.20 Lic. No.: 23793 Revisions Description Date Num Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 CityComments September 30, 2020 3 Comm: 12196171 Date: 08.14.2020 Drawn: MTH Check: GAB North LANDSCAPE PLAN 0 0 0 0 r C500 1 t 2 t 3 t 4 t 5 t 6 t 7 t 8 ` r NEW 3" BITUMINOUS PAVEMENT 12 WB L PLACED IN 2 LIFTS TRANSPORTATION 1 FACILITY 4' (MIN) /2" RADIUS OoOoQOoOoQOoOoQOoOoQOoOoQOoOoQOoOoQOoOoQOoPIC,2% MAX TYP. 00 13411 Fenway Blvd N /� v• 6" POR TLANDCRETE Hugo, MN 55038 NEW 8" BASE = AGGREGATE D D =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 ��� � D ° a° #4 BARS @NOSING A III11 I I11 I I11 I I11 I I11 I I11 I I SIGN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6" o o w (PER PLAN) / / \ III=1 =1 I I=1 =1 I I=1 =1 I I=1 =1 I I ;III ;III III ;III NEW 6" Q P+ INDEPENDENT SCHOOL BASE AGGREGATE � / �°� \ N, DISTRICT #624 APPROVED SUBGRADE SOIL %z" EXPANSION JOINT 2.5 LB./FT. FLANGED / / , W/ SEALANT (D 4855 Bloom Avenue CHANNEL SIGN POST LIGHT -DUTY BITUMINOUS Y (MNDOT3401) // �� White Bear Lake, MN 55110 PAVEMENT SECTION 7 CONCRETE STEP SECTION a_ �P+ C�00 NOT TO SCALE C600 NOT TO SCALE 0'1° \ MN �� NEW 6" BITUMINOUS PAVEMENT 6 PLACED IN 2 LIFTS if 7.•48 � \\/ 0 0 0 0 0 0 0 0 0 12" 12„ \i�%\\/%\/%\ \/%\/%\/%\/%\ OOOQOOOQOOOQOOOQOOOQOOOQOOOQOOOQOO O SLOPE 3/4" PER FT. NEW 10" BASE d - ° ° d d a d ° AGGREGATE N °'� d ° d ° ° ° 6 I� III IIIIIIIIIIIIIIIIIIIIIIII III —I —I I —I —I I —I —I I —I I —III —III —III —III —III o o a o o a o #4 REBAR @ 9" O.C. B 0 Q OOp OOQ OOQ OOp 000 0 —III—III—III—III—III—III—III—III—III—III—III—III—I o 0 0 0 0 0 0 0 0 0 0 0 III 1 1 I I 1 1 I I 1 1 I I 1 I I FF_ — I 1=1 1=1 I I — —_ —_— _ NEW 6" BASE WOLD ARCHITECTS III 11=1 11=1 1=1 11=1 1=1 11=1 1=111=� I AGGREGATE AND ENGINEERS NOTES: SIGN POSTS TO BE 18" BEHIND THE BACK OF APPROVED SUBGRADE SOIL 3" APPROVED SUBGRADE SOIL CURB, UNLESS OTHERWISE DIRECTED. 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 HEAVY-DUTY BITUMINOUS PARKING ACCESSIBLE 2 PAVEMENT SECTION g CONCRETE VALLEY GUTTER 9 SIGN AND POST DETAIL 10 CURB RAMP DETAIL woldae.com 1 651 227 7773 C6OO NOT TO SCALE C6OO NOT TO SCALE C6OO NOT TO SCALE C6OO NOT TO SCALE _ NEW 6" PORTLAND CEMENT CONCRETE Larson d ° a ° d° d° d° d d Engineering, Inc. ° d d ° d d ° O ° d ° d ° d ■ 3524 Labore Road 00 00 00 00 00 00 00 00 00 ��� White Bear Lake MN 55110 I R0N WORLD 651.481.9120 (f) 651.481.9201 �Oop�00Q�00Q�0op�00Q�00Q�0op�00Q�00Q �� www.larsonengr.com NEW 6 BASE 9390 Davis Aye III I III I III I I I AGGREGATE Howard Comity, MD 20723 III III III III III III III III III III III III I _ INTERLOCKING BOARDS SECTION DETAIL Phone 301-776-7449 Toll Free 866-310-2747 III=1 =1 I I=1 =1 I I=1 =1 I I=1 =1 I I=1 =1 I I=1 =1 I I Fax: 301-776-7449 wwwjroDworldfencinb.com © 2020 Larson Engineering, Inc. All rights reserved. III 1 I III 11 I— I 1=111 111=111=III 1 I III 111 1 INTERLOCKING BIa►��as s�c,rlON DETAIL IRON WORLD NOMINAL CEFITER TO CENTER III1 IIII1 IIII1 IIII1 IIII1 III ;III11 I F 1318" X I IfP" FAtrI~ TO FACE C U-CHANNEL RAIL ----- ----- --0-?----0--4-4- -°-�-a--- -o- -�-�_°-3_4_0_°9_4_P°_-__�_ -_9_9__- �_9__"__�__-__�__? -� ---4---°--4--- -4-H----------------------------------------- APPROVED SUBGRADE SOIL RAIL BRACKET ------- - - --- ---'- LIGHT-DUTY CONCRETE FACE TO FACE - 3 CONSTRUCTION DETAIL ¢, GALVANIZED STEEL L C600 INTERLOCKING BOARDS• — NOT TO SCALE OVERHANG SO, POST "C` � %4" SAWED JOINTS FILLED 8-0 WITH POST TOP �= IRCRAFi'CA13LE INDUSTRIAL DRIVE WITH ELASTOMERIC NOM HEIGHT (,A) RIVEt a, JOINT SEALANT �m � N NEW 8" PORTLAND CEMENT CONCRETE Sri 1-CHA 1 EL � �� i7-CHANNEL RAIL .Ln �� - � 6' GALVANIZED STEEL 0 d° d ° d ° ° ° d INTERLOCKING BOARDS N d ° d e ° ° d --(3} DRAIN (�O °d d ° v ° d d ° d ° 8� 1}" d HOLES IN �" o ° d ° ° d ° - BOTTOM RAIL SQUAREPOST"C" d ° ° d a ° d d ° INDUSTRLAL DRIVE d ° d 13 NOM SECTION LENGTH � I RIVET r� DO DO DO DO DO DO DO DO DO C 'POST 512E ____ GAUGE #4 R E BAR @ 18" O.C. 6' oUO�C )oUO�C )oUO�UoUC�C )oUO�C )oUO�C )oUC�VoUO�UoUO�C )o E POST LENGTH �oOQO00QO0OQ000pO0OQO00QO0OQO00Q00 O BOTH DIRECTIONS >= ____ 'FACE 7o FACE OF POSTS FENCE SECTION! SPECIFICATIONS Non,l{sight{A) B 1'NomeSectionLength .° NEW 6" BASE NOTES: C-_ POStSize; Gauge —I—I I-1—I 1-1—I 1-11—I 1-11—I 1-11—III—I b_picket Size: Gauge AGGREGATE E"PastLcngth III —I —I I —I —I I —I —I I —I I —III —III —III —III —III F '. Face to Length of Posts f I. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER_ CU III III III III III III III III III III III III I 2. FOOTING WIDTH TO BE (4) x POST WIDTH. SpeciticaWnsshown can bechanged only E D 111III111III111IIII I IIIIIIIIIIIIIIII1 I I h• I e manufacturer. Purl witdth to be (4)X Past Width CO*TRACTOR (n 5UBMITTE❑ B.Y: SUBMITTED TO. PRIVACY FENCIE o APPROVED SUBGRADE SOIL 8' SECT1 DNS IRONWORLD FENICING_COM Privacy Panel Double Track Slide Gate a� to ARCHITECT _ OpeninglU' to 30' N HEAVY-DUTY CONCRETE ENGINEER LW G NG rn IWF OOOD °w`y N ^ CONSTRUCTION DETAILrWF 0 `�F N C600 NOT TO SCALE ii L 11 8' PRIVACY FENCE 12 TRACK SLIDE PRIVACY GATE 2 BACKFILL WITH NEW TOPSOIL, SEE LANDSCAPE REQUIREMENTS. C600 NOT TO SCALE C600 NOT TO SCALE a� 12" 12" U_ SLOPE NEW BITUMINOUS _ PAVEMENT 0 3/4' PER FT. 111 11—III I hereby certify that this plan, specifications or report in I —III III —III ° ° ° ° was prepared by me or under my direct supervision 0 111— —111 ° d ° d r` - and that I am a duly licensed Professional Engineer 0 0 I-'_ under the laws of the state of Minnesota. T I=III I1 d a m d 8go��go�8 N 7�:- INTERLOCKING BOARDS SECTION DETAIL4 feet wide co11 JRD W RL Greg A. Buchal, P.E. 80�0�0�0�0�0�L11 Q� Q��Q��Q��Q��Q��Q��Q 1 1!2"T T Date: 08.14.20 Lic. No.: 23793 z O Q O Imo O Imo O Imo O Imo O Imo1^1 O Qo O Qo NEW BASE =1 III=1 III=1=1 I I=1=1 I I=1=1 I I=1=1 I I=1 AGGREGATE TOP VIEW 0 E IIII IIIIIIIIIIIIIIIIIIIIIIIIIII—III SQUARE POST HIMBE 2"UPRt1GHT Description Revisions Num 1 310' x 1 1/E" Addendum 1 August 26, 2020 1 Co uutHANNEL RAIL - 17.14 - 27.25 17.14 Addendum 2 September 1, 2020 2 6 APPROVED SUBGRADE SOIL-xll'sutaaRE Pas? - - 24.05 16.27 City Comments September 30, 2020 3 16.27 c:I NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE. Fu! CRT" m LATCH WITH SURMOUNTABLE CURB STRAP _ & GUTTER DETAIL INDUSTRIAL RIVET I STRAP Nr5RIVET — 97 C600 NOT TO SCALE _ — 6" oMi o �O o M M U 7"� a Comm: 12196171 Date: 08.14.2020 o _ �—� BACKFILL WITH NEW TOPSOIL, 8" 12" I r` SEE LANDSCAPE REQUIREMENTS. - - 6" 10, B T ' FACE TO FACE OF POSTS + (q 1 I 1.54 Drawn: MTH � � � I I � (o I cfl C —__ ' POST 512E __ GAUGE I I I `� Check: GAB North 11= I 1=111—I a SLOPE NEW BITUMINOUS D " POST LENGTH Li L : } NOM HEIGHT (A} III 111 3/4" PER FT. PAVEMENT L i — i 1.54 1.62 1.62 GATE SPECIFICATIONS MWWE � LEFT VIEW FRONT VIEW RIGHT VIEW DETAILS in ° ri = d d , ° NOTES; � d �--� ° d d d°d Q °00 °�°00 °�°00 ° ti I_ SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER. $. _ O, III— 11—III d d ° Q Q Q 2. FDOTING WIDTH TO BE (4) x POST WIDTH. II=III III11 Q o00 000 000 ° M A8969_89'A ooQo°oQo°oQGWRACTOR (SL595) AC HEAVY-DUTY INDISTRIAL 04°=1 ����o���o a SUBMnTED8Y: SIlt3MtTTEDTU PRIVACY SERIES -SINGLE SWING GATE SLIDE GATE OPERATOR (oFIRON ORL❑ FENCING,COM QOo QOoQoo QOoo QOooQ � 300 WINDSOR DR D O O D O � O n O � O D O D O ar:cHlT cr Lift Master. NEW BASE ® OAK BROOK, IL 60523 JOBIPRO,fECT []Nyl(' N0. LIFTMASTER (CHAMBERLAIN GROUP, INC.) FAX: N6306506470g516 III —III —I I I —III —III —III —III —III —III —III —III AGGREGATE ENGINEER I WF 1000 ENGINEERED SERVICES —III III —I —III—III—III—III—III—III—III—III—III DRW. BY: B. MOFFETT REVISION: SHEET NO: _- BOTTOM VIEW DATE: 07/15/2019 SCALE: NTS 6� CAD FISL595 HEAVY-DUTY SLIDE GATE OPERATO L EXISTING SUBGRADE SOIL I—J, NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE. 3 4 " SINGLE SWING PRIVACY GATE 14 GATE OPERATOR B612 CONCRETE C6OO NOT TO SCALE C6OO NOT TO SCALE 6 CURB & GUTTER DETAIL 6 C600 NOT TO SCALE J 0 tin tin, nnINI WOVEN FILTER FABRIC MN/DOT CLASS III RIP -RAP PLAN WOVEN FILTER FABRIC B SECTION A -A NOTE: FW300 MIRAFI FABRIC OR EQUAL RIP -RAP AT OUTLETS C 0 101 LLI J In > F 00 T NOT TO SCALE TIE LAST 3 JOINTS ON INLET AND OUTLET. IF NO APRON IS USED TIE THE LAST 3 SECTIONS OF PIPE. USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60 FROM TOP OR BOTTOM OF PIPE. USE 5/8" TIE FOR PIPE SIZES 12" TO 27". USE 3/4" TIE FOR PIPE SIZES 30" TO 66". USE 1" TIE FOR PIPE SIZES OVER 72". NUTS AND WASHERS ARE NOT REQUIRED ON PIPE SIZE LESS THAN 21". TRASH GUARDS WILL BE REQUIRED ON 18" OR LARGER PIPE. SIZE OF PIPE BARS BOLTS "O" 12" TO 18" 3/4" 5/8" 4" 21 " TO 42" ill 3/4" 6" 48" TO 72" 1-1/4" ill 12" O PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. HOT DIP GALVANIZE AFTER FABRICATION. FLARED END SECTION DETAIL NOT TO SCALE PRECAST INVERT SHOULD BE 1/2 DIAMETER OF PIPE AND BENCHES SLOPED 2" TOWARD INVERT. 2 I 3 I INSTALL METER BOX AND COVER (FORD A-1) OR APPROVED EQUAL OVER ALL PVC CLEANOUTS LOCATED IN PAVED AREAS SANITARY SEWER SERVICE CLEANOUT 4 I 5 PRE -MIXED PLANTING MEDIUM: PLAISTED'S RAIN GARDEN PEAT MIX (80% SAND, 20% PEAT),OR EQUAL. PLANTING MEDIUM SHALL PROVIDE 0.8"/HR TO 1.6"/HR INFILTRATION RATE AT SPECIFIED COMPACTION, VERIFY W/SUPPLIER. SLOPE R P AN r rr.,.,. Ii AXi C601 NOT TO SCALE A NOTES: 1.) GROUT BOTTOM OF MANHOLE TO 1/2 d OR 2/3 DIAMETER OF PIPE AND SLOPE d ° d I ° GROUT 2" PER FOOT. ° a 2.) 1/4" TO 1/2" IS MAX. MORTAR THICKNESS dd ` WITH USED FOR CASTING ADJUSTMENT. ° I d d ° 3.) COPOLYMER POLYPROPYLENE PLASTIC, d - d WITH 1/2" GRADE 60 STEEL REINFORCEMENT ° I OR APPROVED EQUAL, STEPS 16" O.C. d DOWNSTREAM SIDE. d d 4.) KOR-N-SEAL MANHOLE OR EQUAL ° d I d if CONSIDERED ACCEPTABLE ALTERNATE. ° B d B MANHOLE FRAME & COVER: NEENAH R-1642, A TYPE B LID, WITH MACHINED BEARING SURFACES & LETTERED "SANITARY SEWER" WITH TWO CONCEALED PICK HOLES, OR APPROVED EQUAL. ADJUST CASTING TO 1/2" BELOW FINISH BLACKTOP GRADE. d o? Q FULL MORTAR BED BETWEEN CASTING, RINGS, AND a ° MANHOLE STRUCTURE. MORTAR THE OUTSIDE OF THE RINGS WITH NON -SHRINK GROUT. NO SHIMS OF ANY Q ° MATERIAL ARE ALLOWED. INSTALL EXTERNAL CHIMNEY SEAL. o 27" ° d _ d 2" ADJUSTING RINGS AS REQUIRED (MIN. 3" HEIGHT, ° d r MAX. 12" HEIGHT) INCLUDES MORTAR. °d ad CL. II REINFORCED d CONCRETE PIPE. d° ALL BUTTED JOINTS BETWEEN SECTIONS ° d 4 SHALL HAVE 'O' RING RUBBER GASKETS. 48" d ° 5" MIN. W J ° d uJ z J PIPE SHALL BE CUT OUT .-, uJ 00 CD PRECAST CONCRETE SLAB FLUSH WITH INSIDE FACE o Q d X OF WALL. WITH #4 REBAR C� 8" E.W. o LL Cl) O � 2 d WATERTIGHT CONNECTION N ° (BOOT, TYPICAL) SLOPE: 2"/FT 8 ° d ° - -FLOW d ° d d d d d ° - d °°d d - ° d d d d ° COMPACT TO TOPS ° ` d d ° OF PIPE, TO FIRST JOINT. SECTION A -A SECTION B-B SANITARY SEWER MANHOLE DETAIL 5 MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET HOLE IN TOP SLAB d d IS FACING DOWNSTREAM. e° ° NO BLOCK STRUCTURES ARE ALLOWED MANHOLE FRAME & COVER: NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE) NEENAH R-3501-TB, TYPE L GRATE (CB, SURMOUNTABLE) NEENAH R-3067, TYPE L GRATE (CB, BARRIER) PLAN NEENAH R-2501, TYPE C GRATE (PAVEMENT AREAS) *UNLESS OTHERWISE NOTED MINIMUM OF 2, MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE. NO SHIMS d OF ANY MATERIAL ALLOWED. INSTALL EXTERNAL ° CHIMNEY SEAL ° 6" PRECAST REINFORCED CONCRETE SLAB. 8 SEAL WITH 2 BEADS OF RAM-NEK. ALL JOINTS IN MANHOLE TO HAVE d 'O' RING RUBBER GASKETS. d d MANHOLE STEPS, COPOLYMER POLYPROPYLENE ° 5" MIN. d PLASTIC, WITH 1/2" GRADE 60 STEEL ° REINFORCEMENT OR EQUAL, 16" O.C. d 48" d PRECAST CONCRETE SECTION d a 8" PRECAST SEGMENTAL CONCRETE BLOCK ° TO TOP OF THE PIPE SHALL BE USED WITH SIZE AND DEPTH PROHIBIT THE e 0 d FABRICATION OF PRECAST UNITS. d d 8" MINIMUM SLAB THICKNESS, d° U MINIMUM DIAMETER PRECAST d ° d d CONCRETE SLAB, REINFORCED d WITH #4 REBAR @ 8" E.W. GROUT BOTTOM SECTION WATERTIGHT CONNECTION (BOOT, TYPICAL) CATCH BASIN MANHOLE DETAIL NOT TO SCALE PLAN 400 MICRON FILTER BAG IN EACH BASKET FILTER AREA 5.G5 FTz OVERFLOW AREA 0.42 FT2 MAXIMUM OVERFLOW RATE (@ 7" HEAD) 1.99 CFS MAXIMUM OVERFLOW RATE (@ 1 3" HEAD) 2.79 CFS BASKET WEIGHT (EMPTY) I LB BASKET WEIGHT (FULL-APPKOX.) 45 LBS 2 BASKETS WITH 400 MICRON FILTER BAGS. TO BE CHECKED PERIODICALLY AND CLEANED OUT AFTER EACH RAIN EVENT PROFILE FITS NEENAH 1642 AND 1733 FRAMES OR EQUAL INFRASAFE INLET PROTECTION DEVICE (OR APPROVED EQ.) NOT TO SCALE VARIES (PER PLAN) 0 6" MIN 0 I - MNDOT SEED MIX: 33-261 OR AS SPECIFIED ON LANDSCAPE PLAN EXTEND MODIFIED SOIL UP SLOPES TO POND OUTLET ELEVATION E PER S`O // EXCAVATE POND BOTTOM TO EXISTING PERMEABLE EXISTING SOILS // // // // // // // // // // // .18" MIN✓/ // // // SOILS. REMOVE AND DISPOSE OF EXISTING TOPSOIL I- -I D ANY SOILS I HREPORT. SNON-CONDUCIVE TO INFILTRATION. SEEG EO EC I I -I I -I I I -I -III -I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� LOOSEN/DECQMPACT SOIL BELOW III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- � gaslN BOTTOM, 18" MINIMUM DEPTH. NOTES: 1. THE EXISTING SOILS SHALL BE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION TRAFFIC. AREAS SHALL BE STAKED AND MARKED OFF, WITH ONLY LOW IMPACT EQUIPMENT (TRACKED OR SIMILAR) ALLOWED. INFILTRATION rT� BASIN CROSS SECTION NOT TO SCALE HARD SURFACE/ PUBLIC ROAD 1"-2" WASHED ROCK x- GEOTEXTILE FABRIC 6" MINIMUM ROCK CONSTRUCTION ENTRANCE NOT TO SCALE PLAN VIEW CONCRETE INLET - INSURMOUNTABLE CURB FACE i WIRE MESH REINFORCEMENT HIGH FLOW AREAS ENGINEERING FABRIC METAL, WOOD POST, OR STAKE.,,,< - 8' MAX. SPACING, 2' INTO GROUND. FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL DIRECTION _ OF RUNOFF I -III -III -II I _ III -III -III- '-III= I I -III III -III -III -III; _IIII I IIIIIIII 11= NATURAL SOIL I-III-III-IIIIII-III=� NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES SILT FENCE 9 INSTALLATION DETAIL C601 NOT TO SCALE CURB -CUT (WIDTH VARIES) DISTANCE VARIES 0 0 NEM�■ ■����r��������MMM�MM■ ENEM ■�eiMOM ME ►����u,�u���ti�����li■ T-10" BACK OF CURB INSURMOUNTABLE CURB FACE RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) ' N V � POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL INTERFERENCE WITH FILTER 7 I 8" CURLr-" nr-r11ft dr-AIT I e-%.-+c rRi 8 ` WBL DID STAKE OR SAND BAG TRANSPORTATION DID STAKE TO ONLY FACILITY ETRATE NETTING, ' CURLEX MATERIAL® 13411 Fenway Blvd N Hugo, MN 55038 ;ROUND NOTES: 1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C. 10 SEDIMENT ROLL DETAIL NOT TO SCALE 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. Category 4 Erosion Control Blanket: North American Green S150 erosion control blanket or approved equal. Top Net Bottom Net Polypropylene Polypropylene 1.5 Ibs/1,000 ft2 1.5 Ibs/1,000 ft2 NORTH (0.73 kg/100 m2) approx. wt. (0.73 kg/100 m2) approx. wt. A M E R I C A N Straw Fiber Thread GREEN 0.50 LBS/YD2 Photodegradable EROSION CONTROL Products (0.27 KG/M2) Guaranteed SOLUTIONS 14649 HIGHWAY 41 NORTH Staples/Anchors: EVA IN 47725 800-772-2040 The type of anchors used to secure the blanket to the 800-77 www.nagreen.com ground shall be Steel wire11 Gauge 1" wide x 8" long. 11 EROSION CONTROL BLANKET NOT TO SCALE SPECIFICATIONS 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE PLAN VIEW NOTES STRUCTURE (1,030 LBS). CONCRETE SHALL HAVE A MINIMUM 1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CURB COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. CONCRETE AIR AND RAIN GUARDIAN TURRET MAY VARY WITH SITE ENTRAINED (4% TO 8% BY VOLUME). MANUFACTURED AND DESIGNED CONDITIONS. TO ASTM C858. 2. CONCRETE BASE EXTENDS BEYOND THE FILTER WALL 2. THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH A OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH STANDARD HOOK. DISSIPATOR. 3. TWO-PIECE FIBERGLASS TOP GRATE (16 LBS/PIECE, 1-1/2" THICK) - 1,760 LB CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD. INSTALLATION NOTES 1. INSTALL THE CLASS 5 BASE (COMPACTED TO 95% STANDARD 3D VIEWS PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VARY BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD INCLUDE SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO THE RAIN GUARDIAN TURRET. POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE 1' 10" BELOW THE GUTTERLINE ELEVATION (I.E. THE BIORETENTION OVERFLOW ELEVATION) TO ACCOMMODATE THE 1' PONDING DEPTH, 6" ii��■"'����*� CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN TURRET BASE (INCLUDED). THEREFORE, THE TOP OF THE CLASS 5 COMPACTED BASE IS PRECISELY 1' 4" BELOW THE GUTTERLINE ELEVATION. THE INLET TO THE RAIN GUARDIAN TURRET WILL BE 10-1/2" ABOVE THE TOP OF THE CONCRETE BASE AND 1-1/2" BELOW THE GUTTERLINE ELEVATION TO ACCOMMODATE A SLOPED INLET FROM THE GUTTER TO THE RAIN ELEVATION VIEW GUARDIAN TURRET. 2. SET RAIN GUARDIAN TURRET ON THE PREPARED CLASS 5 BASE, INLET INSURMOUNTABLE CURB ' 3. INSTALL FRAMING FOR INLET BETWEEN RAIN GUARDIAN TURRET i -� RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) ' AND BACK OF CURB. TOP ELEVATIONS OF THE FRAMING SHOULD RAIN GUARDIAN TURRET INLET - - ` MATCH THE TOP OF THE CURB ON THE STREET SIDE AND THE TOP OF TOP FIBERGLASS GRATE THE RAIN GUARDIAN TURRET ON THE BIORETENTION SIDE. GUTTERLINE HIGH VOLUME OVERFLOW 4. INSTALL EXPANSION/CONTRACTION JOINT MATERIAL OR A SHEET OF 6" - GUTTERLINE POLY TO SERVE AS A BOND BREAK BETWEEN RAIN GUARDIAN TURRET 5" AND CONCRETE INLET BEFORE POURING INLET. SITE SPECIFIC 5. SIDE CURBS OF THE POURED INLET MUST HAVE AN INSURMOUNTABLE PROFILE TO PREVENT WATER FLOW FROM 5„ V-3.5' L 4 0" ' 0 V-1.75" BASIN BOTTOM 10.5" OVERTOPPING THE DOWNSTREAM SIDE OF THE INLET. 1 -0 SITE SPECIFIC o d d PRIMARY 6. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER 5.5" REMOVABLE OUTLET ILTER WALL FABRIC FACING THE RAIN GUARDIAN TURRET INLET. F . o- _ - o 4" •o 'o o 0 0 0' o 0 CLASS 5 AGGREGATE 6" CROSS-SECTION VIEW NOTES \V/x 1. THE TOP OF THE CLASS 5 BASE (COMPACTED TO 95% STANDARD PROCTOR) IS PRECISELY 1' 4" BELOW THE GUTTERLINE ELEVATION. SUBSOILS RAIN GUARDIAN TURRET N PRETREATMENT CHAMBER RHIAN BIORETENTION PONDING DEPTH. 1 11-M IffWA5111 l PRETREATMENT FOR BIORETENTION TYPICAL DETAIL Rain Gardens • Swales • Filtration Basins • Infiltration Basins RAIN GUARDIAN DETAIL (OR APPROVED EQ.) MANUFACTURED BY: Im FORTERRK' Structural & Specialty REVISION HISTORY REV BY DATE DESCRIPTION %KtXA A MDH 08/29/18 TURRET-1' CONSERVATION ISTRICT Anoka Conservation District 1318 McKay Dr. NE, Suite 300 Ham Lake, MN 55304 SCALE VARIABLE 763-434-2030 U.S. PATENT NOS. 8,501,016 AND 8,858,804 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications 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. Greg A. Buchal, P.E. Date: 08.14.20 Lic. No.: 23793 Revisions Description Date Nunn Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 City Comments September 30, 2020 3 Comm: 12196171 Date: 08.14.2020 Drawn: MTH Check: GAB North DETAILS C601 NOT TO SCALE 0 0 0 NOT TO SCALE 0 1 2 3 4 5 0 6 7 0 E3 A B C 0 I? F NEW MANHOLE FRAME & COVER: NEENAH R-3067-C, INLET FRAME AND GRATE NEENAH R-1642, TYPE B LID MINIMUM OF 2, MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE. NO SHIMS OF ANY MATERIAL ALLOWED. d ° d INSTALL NEW EXTERNAL CHIMNEY SEAL. d d ADD CONCRETE BARREL RISER IF GREATER THAN 5 ADJUSTMENT RINGS IS REQUIRED. ° d REPLACE EXISTING BARREL SECTIONS AS NEEDED TO ACHIEVE PROPOSED RIM ELEVATION. AT PIPE CONNECTIONS: PROVIDE WATERTIGHT CONNECTION (RUBBER BOOT, PSX: DIRECT DRIVE OR APPROVED EQUAL) NOTE: A STRUCTURE ADJUSTMENT SHALL INCLUDE REMOVING AND DISPOSING THE EXISTING CASTING ASSEMBLY, REMOVING EXISTING CONCRETE RINGS TO THE PRECAST SECTION, INSTALLING NEW RINGS AND SALVAGED OR NEW CASTING TO PROPOSED GRADES, CLEANING CASTING FLANGE BY MECHANICAL MEANS TO INSURE A SOUND SURFACE, AND INSTALLING AN EXTERNAL CHIMNEY SEAL FROM CASTING TO PRECAST SECTION. CHIMNEY SEAL SHALL BE INFI-SHIELD, UNI-BAND, OR AN APPROVED EQUAL. MANHOLE STRUCTURE ADJUSTMENT DETAIL BENDS NOT TO SCALE HYDRANTLEADS DENOTES MEGALUGS SLEEVES NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT HYDRANTS 4. ALL BOLTS INCLUDING T-BOLTS SHALL BE COR-BLUE. TYPICAL MEGALUG AND THRUST BLOCK LOCATIONS NOT TO SCALE NOTES: 1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS 2.) ALL HYDRANT LEADS SHALL BE VALVED. 3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAG PER HYDRANT IS REQUIRED. 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. 5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" TAGS WHEN INSTALLED. 6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE A NEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY. 7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" Z9 OF BREAKOFF SECTION. co i ° 3'-5' FROM TEE OT IN WHEEL TRAC " z i ~ i MAIN 5 C602 U7SCREWTYPE GATE VALVE DETAIL NOT TO SCALE FINISHED SURFACE MECHANICALLY COMPACTED BACKFILL MATERIAL. 6" PIPE BEDDING MATERIAL THICKNESS PER PLAN 6" PIPE BEDDING MATERIAL. DEPTH SHALL BE MECHANICALLY COMPACTED & LEVELED TO PERMIT PROPER DRAINAGE FOR INSULATION BOARD. PIPE INSULATION DETAIL DECIDUOUS TREE AS PER SCHEDULE 4— — I I I I II - I I II II III III COLORED II FLAGS II 1 PER WIRE --,,I I I FOLD BACK i t BURLAP AND REMOVE ALL TIES WOR WIRES FROM ---- TOP OF BALL NOT TO SCALE OPTIONAL STAKING METHOD - 6' METAL POSTS AND RUBBER HOSE STRAPS CONIFEROUS TREE AS PER SCHEDULE v HOSE LOOPS - 3 GUYS EACH OF 10 GAUGE TWISTED WIRE 120 DEGREES APART AROUND TREE TURNBUCKLE 6" DEEP MULCH, HOLD BACK 2" FROM STEM. SOD 24" STAKE TYP. ' '� •.: ,La — .', ,_, _ III PLACE PLANTING 18" MEDIUM SOILS IN EQUALS TWICE BALL SCARIFY ALL SIDES DIAMETER AND BOTTOM OF EXCAVATED HOLE TREE PLANTING DETAIL NOT TO SCALE FOLD BURLAP FROM TOP OF PREPARE SOIL IN THE ENTIRE BED CONTAINER -GROWN PLANT ROOT BALL DOWN INTO GROUND; SET TOP OF BALL SLIGHTLY WITH ROOTS PULLED OUT OF BALL - ABOVE FINISH GRADE COMPLETLY REMOVE CONTAINER. HYDRANT FLAG TO c�, CUT WEED BARRIER FABRIC BE INSTALLED ON 4" DEEP MULCH (DO NOT THE MINIMUM NEEDED FOR THE NOZZLE SECTION PUT MULCH AGAINST PLANTING. BACKFILL TO THE BASE OF THE PLANT BE TAMPED 12" TO 18" (FOR LARGER SHRUB w ROOT BALLS \ —SCREW TYPE GROUND LINE O MAKE DEPTH GROOVE VARIABLE ~ MIN. 4" DEEPER 0 z THAN BALL) i 1 CUBIC YARD � w WASHED DRAIN I O z O ROCK COVER cojjj z SCARIFY ALL FACES AND BOTTOM OF WITH 4 MIL i io � L) EXCAVATED HOLE " TO 12' on POLYETHYLENE. o O BALLED AND BURLAPPED PLANT REFER ALSO TO i � O�-- PLACE PLANTING MEDIUM SOILS SPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALL O ~ O TIES WOR WIRES FROM TOP OF BALL. - _ 00 NOTES 1. FOR CONTAINER -GROWN SHRUBS, USE FINGERS OR SMALL 3. CONFIRM THAT WATER DRAINS OUT OF THE SOIL DURING HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER THE PLACEMENT PHASE; ALTER DRAINAGE SYSTEMS AS d° da OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT REQUIRED. \\/%\/%\/%\%�. \\�\\/\\�\\' CIRCLE THE PERIMETER OF THE CONTAINER. EGA LUG" "MEGA LUG 4. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE 2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA PRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THE 8" CONCRETE BLOCK ­/UNDISTURBED SOIL SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL BARK. AT RATES SPECIFIED BY THE MANUFACTURER. HYDRANT & GATE VALVE INSTALLATION DETAIL SHRUB PLANTING DETAIL NOT TO SCALE NOT TO SCALE INTERLOCKING BOARDS SECTION DETAIL S� B 15:5" FACE TO C -__ 6'_ ' POST SI' p 12'-0° • PWT LEI NOTES. I. SF ECIFICATI 2. FOOTING 'AIL - - 15 -6 --- _ --- 'B' FACE 1'0 FACE El a roa■ri ■ a+r ru SUBMITTED BY: SUBMITTED` O: PRIVACY' SERIES - DOLOLE SWING GATE C TRAeTa+l~ ARCHITECT JOB.1PP ]JEGT EIGM+IE EFL NOTES: 1. FIELD VERIFY GATE DIMENSIONS PRIOR TO ORDERING MATERIALS. TRASH ENCLOSURE GATE NOT TO SCALE IRONWORLD FENCING.ICOM DMMG NO. IWF 1000 WBL TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo, MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications 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. Greg A. Buchal, P.E. Date: 08.14.20 Lic. No.: 23793 Revisions Description Date Num Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 City Comments September 30, 2020 3 Comm: 12196171 Date: 08.14.2020(D Drawn: MTH Check: GAB North DETAILS 0 0 0 0 C602 J 1 ' 2 ' 3 , 4 ' 5 1 6 1 I_1 D E col l� l� 1 0 ijllll �" '__11 X X` x� x� x� x� x X\ k \ l� X ' 1' X 1 1 l X o � X _x o j _ X _ ° X _ X X X X X 7 1 8 SYMBOL LEGEND NEW LIGHT -DUTY BITUMINOUS PAVEMENT SEE DETAIL 1/C600 NEW HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 2/C600 NEW LIGHT -DUTY CONCRETE PAVEMENT SEE DETAIL 3/C600 ° G , G NEW HEAVY-DUTY ° CONCRETE PAVEMENT E SEE DETAIL 4/C600 NEW STOOP/APRON >< SEE STRUCTURAL/ARCHITECTURAL X 8' IRON WORLD METAL FENCE, SEE DETAIL 11/C600 1 ® PAVEMENT MARKINGS NO PARKING o LIGHT POLE/OUTLETS, SEE ELECTRICAL *Note: All traffic flow paths were based on a 40' school bus - school bus dimensions were provided by the school district NORTH 0 15 30 60 WBL TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo, MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com ©2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications 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. v0-1 `— Greg A. Buchal, P.E. Date: 08.14.20 Lic. No.: 23793 Revisions Description Date Num Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 City Comments September 30, 2020 3 Comm: 12196171 Date: 08.14.2020 Drawn: MTH Check: GAB North TRAFFIC FLOW PLAN 0 0 n 0 EXHIBIT-1 J 1 ' 2 ' 3 , 4 ' 5 1 6 1 I_1 B D E 1 IF X X` x� x� x� x� x X\ k \ 1' X 1 1 l x I O / o j x �X X X X X 7 1 8 SYMBOL LEGEND NEW LIGHT -DUTY BITUMINOUS PAVEMENT SEE DETAIL 1/C600 NEW HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 2/C600 NEW LIGHT -DUTY CONCRETE PAVEMENT SEE DETAIL 3/C600 ° G , G NEW HEAVY-DUTY ° CONCRETE PAVEMENT E SEE DETAIL 4/C600 NEW STOOP/APRON >< SEE STRUCTURAL/ARCHITECTURAL X 8' IRON WORLD METAL FENCE, SEE DETAIL 11/C600 1 ® PAVEMENT MARKINGS NO PARKING o LIGHT POLE/OUTLETS, SEE ELECTRICAL *Note: All traffic flow paths were based on a 40' school bus - school bus dimensions were provided by the school district NORTH 0 15 30 60 WBL TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo, MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com ©2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications 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. v0-1 `— Greg A. Buchal, P.E. Date: 08.14.20 Lic. No.: 23793 Revisions Description Date Num Addendum 1 August 26, 2020 1 Addendum 2 September 1, 2020 2 City Comments September 30, 2020 3 Comm: 12196171 Date: 08.14.2020 Drawn: MTH Check: GAB North TRAFFIC FLOW PLAN 0 0 n 0 r EXHIBIT-2 1 2 3 4 5 DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH I FRAME GL MOUNTING CONDITIONS HDW GRP REMARKS ITYPE I QTY IWIDTH 1HEIGHT I MATL ITYPE DEPTH I MATL IHEAD IJAMB ISILL 6 1 7 8 ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE N WALL - TYP I E WALL S WALL W WALL REMARKS MATL FIN MATL FIN MATL FIN MATL FIN TRANSPORTATION FACILITY MN I_1 P1 B C N E F A100A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF X -- AL -- SEE ELEV SEE ELEV SEE ELEV 01 A100B AL2 1 3'-0" 7'-0" AL -- 3'-0" SF X -- AL -- SEE ELEV SEE ELEV SEE ELEV 25 A100C AL2 1 3'-0" 7'-0" AL -- 3'-0" SF X -- AL -- SEE ELEV SEE ELEV SEE ELEV 02 Al 01 F 1 2'-6" 7'-0" WD -- 2'-10" FIR 1 -- HM -- A103A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF X -- AL -- SEE ELEV SEE ELEV SEE ELEV 01 Al03B AL2 1 3'-0" 7'-0" AL -- 3'-0" SF X -- AL -- SEE ELEV SEE ELEV SEE ELEV 02 Al04A F 1 3'-0" 7'-0" FRP -- 3'-2" FIR 1 TOILET -- FRP -- D1/A4.801 D1/A4.801 13 Al04B F 1 3'-0" 7'-0" FRP -- 3'-2" FIR 1 TOILET -- FRP -- D1/A4.801 D1/A4.801 13 Al04C F 1 2'-10" 7'-0" FRP -- 3'-0" FIR 1 TOILET -- FRP -- D1/A4.801 D2/AA4.801 14 Al04D F 1 2'-10" 7'-0" FRP -- 3'-0" FIR 1 TOILET -- FRP -- D1/A4.801 D2/AA4.801 13 Al04E F 1 3'-0" 7'-0" FRP -- 3'-2" FIR 1 TOILET -- FRP -- D1/A4.801 D1/A4.801 13 Al 06 FG2 1 3'-0" 7'-0" WD -- 7'-4" FIR 3A -- HM -- D 1 /A4.801 D 1 /A4.801 16 Al 07 FG2 1 3'-0" 7'-0" WD -- 4'-8 1 /4" FIR 3A -- HM -- D 1 /A4.801 D 1 /A4.801 16 Al 08 FG2 1 3'-0" 7'-0" WD -- 3'-4" FIR 1 -- HM -- D1/A4.801 D1/A4.801 15 Al 08L -- -- 12'-0" 7'-2" -- -- 12'-0" FIR 4C -- HM -- D 1 /A4.801 D 1 /A4.801 D 1 /A4.801 Al09 G 1 3'-0" 7'-0" WD -- 3'-4" FIR 1 -- HM -- C1/A4.801 C2/A4.801 26 A 110 F 1 3'-0" 7'-0" WD -- 3'-4" FIR 1 -- HM -- D 1 /A4.801 D 1 /A4.801 23 A 111 F 1 3'-0" 7'-0" WD -- 7'-4" FIR 3A -- HM -- D 1 /A4.801 D 1 /A4.801 16 Al 12 F 1 3'-0" 7'-0" WD -- 3'-4" FIR 1 -- HM -- D 1 /A4.801 D 1 /A4.801 12 Al 13 F 1 3'-0" 7'-0" WD -- 3'-4" FIR 1 -- HM -- D 1 /A4.801 D 1 /A4.801 24 Al15 F 1 3'-0" 7'-0" HM -- 3'-4" FIR 1 -- HM -- C1/A4.801 C2/A4.801 22 Al 16 F 1 3'-6" 7'-0" HM -- 3'-10" FIR 1 -- HM -- C1/A4.801 C2/A4.801 18 Al 17 F 1 3'-0" 7'-0" HM -- 3'-4" FIR 1 -- HM -- C 1 /A4.801 C2/A4.801 10 Al 18 F 1 3'-0" 7'-0" HM -- 3'-4" FIR 1 -- HM -- C 1 /A4.801 C2/A4.801 11 Al 19A F 1 4'-0" 7'-0" HM -- 4'-4" FIR 1 -- HM -- C 1 /A4.801 C2/A4.801 19 Al19B OH 1 8'-0" 8'-0" ST -- 8'-4" OH -- -- -- E5/A4.801 F1/A4.801 F5/A4.801 A 120A F 1 3'-0" 7'-0" H M -- 3'-4" FIR 1 -- G H M -- Al /A5.602 C 1 /A5.602 E 1 /A5.602 08 A120B OH 1 14'-0" 13'-5" ST -- 14'-4" OH -- -- -- E5/A4.801 F1/A4.801 F5/A4.801 A120C OH 1 14'-0" 13'-5" ST -- 14'-4" OH -- -- -- E5/A4.801 F1/A4.801 F5/A4.801 A120D F 1 3'-0" 7'-0" HM -- 3'-4" FIR 1 -- HM -- A1/A5.602 C1/A5.602 E1/A5.602 03 A120F F 1 3'-0" 7'-0" HM -- 3'-4" FIR 1 -- GHM -- A1/A5.602 C1/A5.602 E1/A5.602 08 A120G OH 1 14'-0" 13'-5" ST -- 14'-4" OH -- -- -- E5/A4.801 F1/A4.801 F5/A4.801 A120H OH 1 14'-0" 13'-5" ST -- 14'-4" OH -- -- -- E5/A4.801 F1/A4.801 F5/A4.801 A120J F 1 3'-0" 7'-0" HM -- 3'-4" FIR 1 -- GHM -- A1/A5.602 C1/A5.602 E1/A5.602 08 Al 22 F 1 3'-0" 7'-0" WD -- 3'-4" FIR 1 -- HM -- C 1 /A4.801 C2/A4.801 17 A123A F 2 3'-2" 7'-0" WD -- 6'-8" FR 2 -- HM -- C1/A4.801 C2/A4.801 20 A123B F 1 4'-0" 7'-0" WD -- 4'-4" FIR 1 -- GHM -- A1/A5.602 C1/A5.602 E1/A5.602 109 Al00 VEST CPT 1 VB 1 GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A A101 STOR CPT 1 VB 1 GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A Al 02 DRIVER'S ROOM CPT 1 VB 1 GYP BD PT 6A/6B GYP BD PT 6B GYP BD PT 6A GYP BD PT 6A Al03 VEST CPT 1 VB 1 GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A Al04 DRIVER'S TOILETS P TILE 1 C TILE 1 PRECAST C TILE 1/EPT 6A GYP BD C TILE VEPT 6A GYP BD C TILE 1/EPT 6A GYP BD C TILE 1/EPT 6A 1,4 A105 RECEPTION/OPEN WORK CPT 2 VB 1 GYP BD PT 6A GYP BD PT 6B GYP BD PT 6A GYP BD PT 6A 3 A106 OFFICE CPT 2 VB 1 GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A A107 OFFICE CPT 2 VB 1 GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A A108 CONF CPT 2 VB 1 GYP BD PT 6A GYP BD PT 6B GYP BD PT 6A GYP BD PT 6A A109 CORRIDOR CPT 2 VB 1 GYP BD PT 6B GYP BD PT 6A GYP BD PT 6A -- A110 STOR CPT 2 VB 1 GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A A111 OFFICE CPT 2 VB 1 GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A GYP BD PT 6A A112 TOILET P TILE 1 C TILE 1 GYP BD C TILE/EPT 1 GYP BD C TILE VEPT 1 GYP BD C TILE 1/EPT 6A GYP BD C TILE 1/EPT 6A 1,4 A113 DATA CONC VB 1 GYP BD PT 6A BLK PT 6A PRECAST PT 6A GYP BD PT 6A 2 A114 CORRIDOR USFS VB 1 BLK EPT 1/PT 6A -- -- BLK EPT 1/PT 6A BLK EPT 1/PT 6A 2,5 A115 ELEC CONC VB 1 BLK PT 6A BLK PT 6A BLK PT 6A BLK PT 6A 2 A116 CUST PTD CONC VB 1 BLK EPT 1/PT 6A BLK EPT 1/PT 6A BLK EPT 1/PT 6A BLK EPT 1/PT 6A 2,5 A117 LOCKERS PTD CONC VB 1 BLK EPT 1/PT 6A BLK EPT 1/PT 6A BLK EPT 1/PT 6A BLK EPT 1/PT 6A 4,5 A118 TOILET P TILE 1 C TILE 1 BLK C TILE 1/EPT 6A BLK P TILE BLK P TILE BLK P TILE 1,4 A119 RECEIVING/TIRE STORAGE PTD CONC VB 1 PRECAST EPT 1/PT 6A BLK EPT 1/PT 6A BLK EPT 1/PT 6A BLK EPT 1/PT 6A 2,5 A120 MAINTENANCE BAY USFS VB 1 PRECAST EPT 1/PT 6A PRECAST EPT 1/PT 6A PRECAST EPT 1/PT 6A BLK/METAL EPT 1/PT 6A 2,5 A121 SHOP USFS VB 1 BLK EPT 1 BLK EPT 1 BLK EPT 1 PRECAST EPT 1 2 A122 STOR CONC VB 1 BLK EPT 1/PT 6A BLK EPT 1/PT 6A PRECAST EPT 1/PT 6A BLK EPT 1/PT/6A 2,5 A123 COMPRESSED LUBRICANTS GRATE/CONC BLK EPT 1 BLK EPT 1 BLK EPT 1 BLK EPT 1 2,4 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET AX.XX FOR FRAME TYPES. 5. SEE SHEET AX.XX FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. SEE DETAIL 43018 FOR USE WITH ALTERNATE #1 SEE DETAIL 54012 FOR USE WITH ALTERNATE #1 2. 0 3. PROVIDE FIRE NUMBER AT EXTERIOR DOORS w ui DOOR NUMBER IN Q ROOM FINISH SCHEDULE GENERAL NOTES 1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS 2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N WALL-TYP" COLUMN WILL BE USED. 3. DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR FINISH DETERMINATION. 4. PROVIDE VINYL BASE AT CASEWORK. 5. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FOR SPECIFIC FINISH TYPES AND COLORS. 6. FOR CEILING MATERIAL WHEN MORE THAN ONE CEILING MATERIAL OCCURS THE CEILING FINISH IS INDICATED THUS: "/". 7. PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND REFLECTED CEILING PLANS.) ROOM FINISH SCHEDULE REMARKS 1. PROVIDE CERAMIC TILE TO A HEIGHT OF 5-0" WITH EPDXY PAINT ABOVE, EPT-6A PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS, 2• VENTS, ETC, PT 8. 3. SEE INTERIOR ELEVATION FOR WALL GRAPHIC. SLOPE CONC. FLOOR TOWARDS FLOOR DRAINS. SEE PLANS FOR FLOOR SLOPING 4. INFORMATION. 5. EPDXY PAINT TO 7'-2" HIGH. PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATOR; SEE DETAILS FOR MOUNTING HEIGHTS. OBOLLARDS AT INTERIOR AND EXTERIOR OF OVER HEAD DOORS, TYP - SEE DETAIL B1/A6.101. OTUB SINK - SEE MECHANICAL OCORNER GUARD OEMERGENCY EYE WASH. SEE MECH. ONOT USED OFIRE ALARM ANUNCIATOR PANEL, FLUSH MOUNTED IN GYP WALL, SEE ELEC OLOCATION OF SEMI -RECESSED DEFIBRILLATOR CABINET (NIC) OLOCATION OF STACKED WASHER AND DRYER (NIC) 10 MECHANICAL EQUIPMENT PAD. SEE MECH FOR MORE DETAIL. 11 STEEL PIPE RAIL / RAILING PAINTED 12 ACCESSIBLE BENCH BY LOCKER 13 VEHICLE LIFT, COORDINATE WITH SUPPLIER FOR EXACT DIMENSIONS 14 TRENCH DRAIN, SEE DETAIL F3/A4.706; SEE ALSO MECH 15 8'-0" TALL WIRE MESH PARTITION. COORDINATE WITH ROOF DECK AND STRUCTURE ABOVE 16 TV MOUNT; SEE INTERIOR ELEVATION FOR HEIGHT. 17 GRATED FLOOR SINK, SEE DETAIL E5/A4.706 ; SEE ALSO MECH 18 FLOOR DRAIN. COORDINATE WITH MECHANICAL 19 MECHANICAL EQUIPMENT CURB. SEE MECH FOR MORE DETAIL. 20 TACK BOARD; SEE E7/A4.706 . 21 TRASH AREA ENCLOSURE, SEE CIVIL 22 CARD READER, SEE ELEC FOR LOCATION 23 REFER TO MECH FOR LOCATION OF FLAMMABLE WASTE TRAP 24 REFER TO MECH FOR LOCATION OF SUMP PIT 25 PIT FOR FUTURE LIFT WITH TEMPORARY CONCRETE SLAB ON SAND INFILL, SEE STRUCTURAL, SEE DETAIL D5/A5.502 26 STEEL COLUMN, SEE STRUCTURAL 13411 Fenway Blvd N Hugo,MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 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 ARCHITECT under the law�f the State of Minnesota /'.00/fit ��E i Paul Aplikowski License Number: 42737 Date 8/14/2020 Revisions Description Date Num Addendum #1 Aug, 25, 2020 1 Addendum #3 September 4, 2020 2 S1 #1 Date 5 3 Comm: 202063 Date: 8/14/2020 Drawn: HAK Check: EBL North MAIN LEVEL FLOOR PLAN BASEM L 1 /8" = 1'-0" 0 6' 12' Scale: As indicated A2mol 1 2 3 1 4 5 r 7 11 TRANSPORTATION FACILITY MN I_1 P1 B C N E F 97 Eo zo M 2 0? M 2.1 3 ao N N DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME �GL MOUNTING CONDITIONS IHDW GRP REMARKS TYPE QTY WIDTH HEIGHT MATL ITYPE IDEPTH IMATL IHEAD IJAMB ISILL A201 A I F 12 3'-0" 7'-0" IHM -- 6'-4" F R 2 -- H M -- I D 1 /A4.801 I D 1 /A4.801 1 121 A201B I F 11 3'-0" 5'-8" IHM -- 3'-4" FIR 1A -- IHM -- JAVA5.602 C1/A5.602 I D2/A5.504 104 I, 18'-1 " J, 4'-0" J, 15'-6" J, 4'-0" J, 15'-3" J, 4'-0" .17-2;1 00 zo 00 zo v 00 zo ROOM FINISH SCHEDULE ROOM NO I ROOM NAME FLOOR BASE N WALL - TYP E WALL I S WALL I W WALL REMARKS I MATL IFIN MATL IFIN MATL IFIN MATL FIN A200 MEZZ STORAGE GYP BD WIRE MESH PRECAST PRECAST PARTITION A201 MEZZ MECH CONC PRECAST GYP BD GYP BD PRECAST DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET AX.XX FOR FRAME TYPES. 5. SEE SHEET AXAX FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. SEE DETAIL 43018 FOR USE WITH ALTERNATE #1 SEE DETAIL 54012 FOR USE WITH ALTERNATE #1 2. 3. PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". ROOM FINISH SCHEDULE GENERAL NOTES 1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS 2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N WALL-TYP" COLUMN WILL BE USED. 3. DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR FINISH DETERMINATION. 4. PROVIDE VINYL BASE AT CASEWORK. 5. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FOR SPECIFIC FINISH TYPES AND COLORS. 6. FOR CEILING MATERIAL WHEN MORE THAN ONE CEILING MATERIAL OCCURS THE CEILING FINISH IS INDICATED THUS: "/". 7. PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND REFLECTED CEILING PLANS.) ROOM FINISH SCHEDULE REMARKS 1. PROVIDE CERAMIC TILE TO A HEIGHT OF 5'-0" WITH EPDXY PAINT ABOVE, EPT-6A PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS, 2 VENTS, ETC, PT 8. 3. SEE INTERIOR ELEVATION FOR WALL GRAPHIC. SLOPE CONC. FLOOR TOWARDS FLOOR DRAINS. SEE PLANS FOR FLOOR SLOPING 4. INFORMATION. 5. EPDXY PAINT TO 7'-2" HIGH. PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATOR; SEE DETAILS FOR MOUNTING HEIGHTS. OBOLLARDS AT INTERIOR AND EXTERIOR OF OVER HEAD DOORS, TYP - SEE DETAIL B1/A6.101. OTUB SINK - SEE MECHANICAL OCORNER GUARD OEMERGENCY EYE WASH. SEE MECH. ONOT USED O7 FIRE ALARM ANUNCIATOR PANEL, FLUSH MOUNTED IN GYP WALL, SEE ELEC Og LOCATION OF SEMI -RECESSED DEFIBRILLATOR CABINET (NIC) OLOCATION OF STACKED WASHER AND DRYER (NIC) 10 MECHANICAL EQUIPMENT PAD. SEE MECH FOR MORE DETAIL. 11 STEEL PIPE RAIL / RAILING PAINTED 12 ACCESSIBLE BENCH BY LOCKER 13 VEHICLE LIFT, COORDINATE WITH SUPPLIER FOR EXACT DIMENSIONS 14 TRENCH DRAIN, SEE DETAIL F3/A4.706; SEE ALSO MECH 15 8'-0" TALL WIRE MESH PARTITION. COORDINATE WITH ROOF DECK AND STRUCTURE ABOVE 16 TV MOUNT; SEE INTERIOR ELEVATION FOR HEIGHT. 17 GRATED FLOOR SINK, SEE DETAIL E5/A4.706 ; SEE ALSO MECH 18 FLOOR DRAIN. COORDINATE WITH MECHANICAL 19 MECHANICAL EQUIPMENT CURB. SEE MECH FOR MORE DETAIL. 20 TACK BOARD; SEE E7/A4.706 . 21 TRASH AREA ENCLOSURE, SEE CIVIL 22 CARD READER, SEE ELEC FOR LOCATION 23 REFER TO MECH FOR LOCATION OF FLAMMABLE WASTE TRAP 24 REFER TO MECH FOR LOCATION OF SUMP PIT 25 PIT FOR FUTURE LIFT WITH TEMPORARY CONCRETE SLAB ON SAND INFILL, SEE STRUCTURAL, SEE DETAIL D5/A5.502 26 STEEL COLUMN, SEE STRUCTURAL 13411 Fenway Blvd N Hugo,MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 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 ARCHITECT under the law�f the State of Minnesota w i /i.► ie/tea �E /lV A, t Jam_ Paul Aplikowski License Number: 42737 Date 8/14/2020 Revisions Description Date Aug, 25, 2020 Num Addendum #1 1 Addendum #3 September 4, 2020 2 Addendum #5 September 11 3 Comm: 202063 Date: 8/14/2020 Drawn: HAK Check: EBL North MEZZ LEVEL FLOOR PLAN BAS E M EZZ 1/8" = 1'-0" Scale: As indicated A2m02 1 2 3 4 5 6 7 8 MN n t U U'Wrn I_1 I1 B C 0 E F VERTICAL FLUTED TEXTURE DETAIL BASEML �100'-0" 0 NOTE: ALL REVEALS TO BE ACID ETCHED 0 f o � l E CV f 0 1 i9 , f 10'-01, PANEL 1 (P1) )�AEL TYPE 1 0 3' 6' VERTICAL FLUTED TEXTURE, SEE DETAIL B1/A5.101 REVEAL #2, SEE F7/A5.503 SANDBLASTED :EVEAL #1, SEE F7/A5.503 'ERTICAL FLUTED EXTURE , SEE DETAIL 11/A5.101 :EVEAL #2, SEE F7/A5.503 :EVEAL #2, SEE F7/A5.503 VERTICAL FLUTED TEXTURE + ACID ETCHED SEE DETAIL B1/A5.101 FOR THE REVEAL DEPTH/BEVEL BASEML 100'-0" rHivtL < <rZ) PANEL TYPES 2 & 3 2" WIDE REVEAL 1" WIDE REVEAL WATER WASHED REVEAL #2, SEE F7/A5.503 SANDBLASTED 2" WIDE REVEAL c� °°° 1" WIDE REVEAL o _ 000° WATER WASHED ° 00 0 0 2" WIDE REVEAL o°o REVEAL #1, SEE F7/A5.503 1" WIDE REVEAL ACID ETCH 3" WIDE REVEAL 1" WIDE REVEAL ACID ETCH SANDBLASTED 2" WIDE REVEAL o"0 1" WIDE REVEAL 000 WATER WASHED SANDBLASTED 3" WIDE REVEAL 1" WIDE REVEAL REVEAL #2, SEE F7/A5.503 ACID ETCH - rHivtL 3 kr3) T.O. PRECAST 123'-0" T.O. OPENING 120'-0" T.O.M. 114'-0 5/8" T.O. SOLDIER 108'-6" T.O. SOLDIER 101'-2" FINISH FLOOR 100'-01, T.O. PRECAST 7 123'-0" OL T.O. OPENING 120'-0" OL T.O.M. 114'-0 5/8" OL T.O. SOLDIER 108'-6" OL T.O. SOLDIER 101'-2" J FINISH FLOOR itili}Q11yj NORTH ELEVATION 1 /8" = 1'-091 r ====E 0 6' 12' UI\IV,\ LLVVL JJ-L SOUTH ELEVATION 1 /8" 0 6' 12' 3 2.2 2.1 2 1.1 0 .95 32.92 03.03 03.04 03.03 6.91 08.01 08.57 7.09 26.98 6.02 03.04 P1 P1 P1 n n T.O. PRECAST 123'-0" T.O. OPENING J 07.06 07. 'r 120'-0" REVEAL #2 T.O. REVEAL 114'-0" REVEAL #1 ; - 3'-0" y1 a-.6 6 =6 1 -Q 10 -Q - -6- 19'-2 /21" - REVEAL#2 -----�_----- — --�-- T.O. REVEAL00 101'-2" FINISH FLOOR 10014. 0" 10'-01, 10'-01, 8'-4" 10'-01, 10'-01, 10'-0" 10'-01, 10'-01, 10'-01, 10'-0" 5-0" EAST ELEVATION 1 /8" = 1'-011 0 6' 12' OL T.O. PRECAST 123'-0-0" B.O. TEXTURE i 120'-0" T.O.M. 114'-0 5/8" T.O. SOLDIER 108'-6" OL T.O. SOLDIER 101'-2" J FINISH FLOOR 100'-01, WEST ELEVATION 68" TO TOP OF MECHANICAL UNIT VEAL #2 VEAL #1 U,\Il.i,\ LLVVL J.7-L I:EVEAL #2 8-4-�, 10'-0" J, 10'-0" �, 10'-0" J, 10'-01, J, 8'4" �, 7'-4" J, 10'-01, J, 10'-01, J, 10'-01, J, 10'-01, J, 10'-01, J FO TOP OF MANICAL UNIT TRANSPORTATION FACILITY 13411 Fenway Blvd N Hugo,MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 MATERIALS KEY KEY MATERIAL 03.03 PRECAST CONCRETE WALL PANEL - VERTICLE FLUTED TEXTURE 03.04 PRECAST CONCRETE WALL PANEL - SAND BLASTED 04.01 FACE BRICK 04.05 FACE BRICK SOLDIER COURSE 04.99 BRICK EXPANSION JOINT 05.95 PAINTED BOLLARD 07.06 ACM RAINSCREEN PANEL 1 07.09 PREFINISHED METAL COPING 07.10 ACM RAINSCREEN PANEL 2 08.01 PAINTED HM DOOR AND FRAME 08.04 ANODIZED ALUMINUM SYSTEM 08.11 SECTIONAL METAL OVERHEAD DOOR 08.57 ALUMINUM WINDOW SYSTEM 08.60 PREFINISHED ALUMINUM LOUVER 10.06 ALUMINUM DIMENSION LETTER SIGNAGE 26.02 EXTERIOR LIGHT FIXTURE (SEE ELEC.) 26.91 CARD READER (SEE ELEC.) 26.92 Al SYSTEM (SEE ELEC.) 26.98 FIRE ALARM DEVICE (SEE ELEC.) 32.09 FENCE POST 32.92 ITRASH ENCLOSURE (SEE CIVIL) 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of Minnesota Paul Aplikowski License Number: 42737 Date 8/14/2020 Revisions Description Date Num Addendum #1 lAug,25,2020 1 Addendum #3 September 4, 2020 2 Comm: 202063 Date: 8/14/2020 Drawn: KH Check: EBL EXTERIOR ELEVATIONS Scale: As indicated A5ml 1 /4" = 1'-091 �aa � 0 3' 6' 1 /8" = 1'-091 0 6' 12' KRAUS-ANDERSON MI White Bear Lake Area Schools wol r lam,— l�'llltli w'+- KRAUS-ANDERSON MI White Bear Lake Area Schools KRAUS-ANDERSON MI White Bear Lake Area Schools wol • � 1 f I � � ^mom . V.- Agenda Item E.2 CITY OF HUGO PARKS COMMISSION MEMO TO: City of Hugo Planning Commission FROM: Shayla Denaway, Parks Planner SUBJECT: Lions Park Design Development DATE: September 30, 2020 for the Planning Commission meeting of October 8, 2020 1. INTRODUCTION: Design of Lions Park is moving forward this fall and Staff is seeking volunteers from the Planning Commission to help design the pavilion and playground. 2. BACKGROUND: A Feasibility Study for Lions Park was reviewed by the City Council and Parks Commission at a joint workshop on June 29, 2020. The study included minor updates to the Lions Park Master Plan, which was approved in 2015, as well as updated cost estimates. The City Council adopted the Feasibility Study at their July 20, 2020 meeting. A community workshop will be held remotely on Monday, October 12 at 7:00pm. Residents and all Commissioners are invited to participate and share their input on the park. Lions Park will be designed this fall, construction documents drafted this winter, and constructed in summer 2021. Two stakeholder groups which will be made up of Councilmembers, Parks Commissioners, Planning Commissioners and staff will work with consultants to design the pavilion and playground. Each stakeholder group will meet three times between October and early December. 3. RECOMMENDATION: Staff recommends the Planning Commission select one representative Commissioner for the Pavilion Stakeholder Committee and one representative for the Playground Stakeholder Committee. ATTACHMENTS: 1. Lions Park Master Plan (July 10, 2020) 2. Lions Park Feasibility Study Memo (July 10, 2020) ■ r 1 T. ri x i MW AN �.MAE-, all Ape l 1 � i•3 2;1' j t, :1 J `. jam•/ N S' �9..� (. - 1� _ _ a AP COMMUNITYFUTURE SPORTS PAD KING ey21 • a Tom. s'"1!F` TT"�-err• � RELOCATED SKATE PARK MAIN *' PAVILION �'• .� ` �" 1 � li .,:, '_fir � ..l � '��"�' • 1 ' S lw 't E 2 0 U 0. Z W CO W 0 0 00 m Z �i J 0 a a W Z Z 2 0 0 CO W W T W Z) Z W a a z W x 0 wsb Memorandum To: City of Hugo From: Candace Amberg, WSB Date: July 10, 2020 Re: Lions Park Master Plan WSB Project No. 016030-000 Lions Park Master Plan The 2020 Lions Park Master Plan reflects updates to the previous master plan according to current needs and desires for a potential phase one implementation project. The master plan was presented at the joint City of Hugo City Council and Parks Commission on June 291h for review and comment for modifications to finalize the Lions Park Feasibility Study with corresponding cost estimate. The 2020 Master Plan is summarized as follows: Vehicular Circulation: • The City Hall parking lot contains 6 ADA stalls along the front of the building with the remainder of the parking lot to contain approximately 58 parking stalls. The parking lot is configured so that Fitzgerald Ave acts as an entrance drive to the parking lot but the use of the center island does not allow straight through traffic into the parking lot in order to slow traffic. • Fitzgerald Ave north of the City Hall parking lot is shown widened to a 32' wide urban road with parallel parking along Lions Park containing approximately 9 stalls. The parallel parking stalls are optimal locations for setting up food trucks or other vendors to be used in conjunction with park lawn activities. These can also serve as a primary entrance into the park space for vehicles for select activities/events. • Upper 146th is shown with a total of approximately 48 to 50 pull -in parking stalls along Lions Park. • Finale Ave is shown as a 28' wide urban road with approximately 16 parallel parking stalls along Lions Park. • 147th St is shown as a 26' wide urban road with no parking on the roadway. • The City of Hugo intends to conduct additional street feasibility design studies to determine final road improvements, design and impacts along with overall stormwater strategy and design. • A parking lot (possibly a future phase) is shown in the northwest corner of the park with approximately 60-67 parking stalls. An area is identified for a rain garden, though a future stormwater design will be conducted with the road feasibility study. K:\016030-000\Admin\Docs\016030_2020-0710_Master Plan Summary.docx Page 2 Pedestrian Circulation: • A 10' wide trail is shown on the north side of 147th St with two trail options for pedestrian circulation to connect to the Hardwood Creek Regional Trail. o One option extends the trail on the north side of 147th St all the way to County Road 61 to align with the 147th St trail east of County Road 61. o An alternate option would divert pedestrians to cross over 147th St at the intersection of 147th and Finale at a crosswalk and then extend east through Lions Park along 147th, route south along Fitzgerald and connect to the HCRT by City Hall. While this trail option skirts the park perimeter, it has the potential for some conflict points with park and city hall users. • Pedestrian walks/trails extend along the entire perimeter of Lions park to provide access from parking areas to destination points within the park and creates a large loop. • An internal park trail loop extends around the open lawn area and provides access to the various destination points within the park. • Trails are shown to be 10' wide and bituminous. Some routes may be concrete in which case they may be constructed at an 8' width. • Entry plaza spaces are created along all four corners of the park to provide a visual cue and inviting appeal to the park. Lawn Space / Open Fields: • A long central open lawn space can accommodate large events, such as Good Neighbor Days, or it can accommodate several smaller events at once. • Open skating (if desired) can be located in close relation to one of the fire pit locations. • There are two locations shown for the inclusion of a backstop for informal ballfield use. At this time, the ballfield does not include an agg-lime infield. This can be further developed to include a T-ball infield or it can remain as simple as a backstop with turf lawn space. o The open field on the west end of the park is in close relation to the playground for optimal viewing for parents who may have kids utilizing the field and playground at the same time, but additional safety measures may be needed to protect the playground from foul balls. o The open field on the east end has more dedicated lawn space and is situated to cause fewer conflicts with other park uses, but lacks good visibility to the playground. • A smaller open lawn space is located on the east side of the main park pavilion and is meant to be open seating for the performance stage area. It can also be used for memorial gatherings in alignment with the future memorial, open picnic space related to the main pavilion, an open skating area (if desired), and can be secured with temporary fence for some park events. Recreational Amenities: • Skate Park: The skate park is shown being relocated along Fitzgerald Ave by the City Hall parking lot. • Memorial: A future memorial is shown in alignment with the main walkway to City Hall and can utilize the open lawn area for memorial events. • Main Pavilion: The pavilion is intended to be further design development with an architect to determine final programming and space requirements but for the purpose of the K:\016030-000Wdmin\Docs\016030_2020-0710_Master Plan Summary.dou Page 3 master plan is identified as a multi -purpose building with restrooms, storage space, open air picnic shelter space, a potential internal meeting / activity room, potential vending area or small kitchen, and has an exterior space to act as a performance stage that is aligned with the memorial and City Hall axis. There are external plaza spaces on either side of the building for outdoor seating and gathering. Additional storage is available with a shed along the NW parking lot. • Fire Pit: There are two locations shown for a community fire pit, and potentially both locations could be developed. o The larger community fire pit overlooks the main lawn space and has retaining walls that act as seating while creating wooded islands on either side. o The smaller fire pit is located on the east end of the pavilion and overlooks the smaller open lawn space. • Inclusive Playground: The playground has several pods to allow for a larger space dedicated to a destination playground that is inclusive for varying abilities, challenge levels and sensory stimulation. A central plaza space with seating and shade is located within the playground and ornamental fencing is placed along the exterior perimeter for safety enhancements. • Community Sports Pad: The sports pad is a possible future element, depending on budgetary constraints and recreational needs, and is a placeholder in the current plan. The space is large enough to develop a double tennis court which is also large enough to consider pickleball, basketball or other court combinations. • Splash Pad / Interactive Fountain: While the previous master plan indicated space for a splash pad, the current plan has eliminated this as an option due to high costs and current water use goals, but has considered the potential for a future interactive fountain in the seating plaza space on the west side of the main pavilion if needs dictate. K:\016030-000Wdmin\Docs\016030_2020-0710_Master Plan Summary.dou