## MANKATO PLANNING COMMISSION Regular Meeting January 28, 2026 - 6:00 p.m. ## Intergovernmental Center ## Mankato Room **************************************** Any person speaking to the Commission shall give to the Secretary of the Commission the NAME and HOME ADDRESS of such person prior to speaking. **************************************** ## 1.CALL TO ORDER ## 2.APPROVAL OF AGENDA ## 3.APPROVAL OF MINUTES ## 1.November 19, 2025 Draft Planning Commission Minutes ## 4.OLD BUSINESS ## 5.NEW BUSINESS ## 1.Land Acknowledgment Statement 2. ## CY01-26 Request of HTG Architects, on behalf of the owner, Blaze Credit Union, for a conditional use permit to allow a drive through with driving lanes between the building and the property frontage in the Highway Gateway Overlay District; for a certificate of design compliance for the construction of a new, approximately 6,830 square foot structure in the Highway Gateway Overlay District; for a preliminary and final plat review of Blaze Mankato Addition; and for the vacation of a portion of a 10’ utility easement located between Lots 1 and 2, Block 1, as per the recorded plat of Mills Addition to Mankato. The subject properties are described as Lot 2, Block 1 and the north 132.20 feet of Lot 1, Block 1, Mills Addition to Mankato (BEC PID R010909227005 and R010909227003, 1831 Premier Drive). 3. ## CY02-26 Request of the Planning Agency to amend Chapter 10 of Mankato City Code related to floodplain ordinances. ## 6.MISCELLANEOUS 1.Chair/Vice-Chair roles 2.Committee Appointments ## 7.ADJOURNMENT ## Planning Commission Regular Meeting 3. 1. ## Meeting Date:01/28/2026 ## Title ## November 19, 2025 Draft Planning Commission Minutes ## Attachments ## November 19, 2025 Draft PC Minutes ## MINUTES ## Mankato Planning Commission November 19, 2025 - 6:00 p.m. ## IGC - Mankato Room ## 1.CALL TO ORDER Chair Zehnder called the meeting to order at 6:00 p.m. Commissioner’s Present: Chair Zehnder, Ms. Surdy, Mr. Filipovitch, Mr. Dieken, Mr. Iddings, Mr. Wilke. ## Staff Present: Molly Westman-Planning and Zoning Administrator, Mark Konz-Director of ## Planning and Development Services, Bennett Hanson-Planner, Travis Johnson- Permit Technician, Brittany Mitchell-Planning Coordinator. ## 2.APPROVAL OF AGENDA Mr. Wilke made a motion to approve the agenda. Mr. Filipovitch seconded the motion. The motion carried unanimously. ## 3.APPROVAL OF MINUTES Ms. Surdy made a motion to approve the minutes from October 22 nd , 2025. Mr. Dieken seconded the motion. The motion carried unanimously. 1.October 22, 2025, Draft Planning Commission Meeting minutes ## 4.OLD BUSINESS No old business ## 5.NEW BUSINESS 1. ## CY56-25 Request of APX Construction Group, with permission of the owner, for a final plat review of Evenson Subdivision; for a conditional use permit to allow multiple family housing in the B-3, Highway Commercial zoning district; and for a certificate of design compliance for the construction of two new multiple family dwelling structures in the Highway Gateway Overlay District. The subject property is generally described as being in the east ½ of the northwest ¼, Section 21, Township 108 N, Range 26 W lying south of Highway 83 and east of Highway 22 excluding Stanley Subdivision, Blue Earth County (Blue Earth County PID R430921177001). Ms. Mitchell reports that staff submits the following findings of fact: The use, a grouped housing project, is considered a conditional use in the B-3, Highway Commercial district. 1. The request is in keeping with the comprehensive planning policies of the City, as the underlying land use plan identifies this parcel as “Commercial.” 2. The proposal does not interfere with or diminish the use of property in the immediate vicinity. 3. The proposal will be served with public utilities and services.4. There are no known historical or architectural resources on the site.5. There are known environmental conditions on the site. The applicant is continuing to work through the conditions with the appropriate state and city departments. Permits will not be issued for the project until the wetlands have been addressed. 6. The grouped housing development will not cause a negative effect on the city as a whole as the proposed development conforms to the standards in the Code. 7. To the extent known, the proposal conforms with all other applicable regulations of the district, and other applicable ordinances. 8. The proposal will not jeopardize the public’s health, safety, or general welfare.9. The proposal will not cause undue traffic congestion, as the traffic impact analysis demonstrates that the level of service proposed for the amount of traffic generated within the development will remain at acceptable levels. 10. Ms. Mitchell reports that staff recommends approval of the final plat, conditional use permit, and certificate of design compliance for the Victory Ridge Development with the following conditions: If the grouped housing project on the subject parcel is constructed in phases, a phasing plan shall be submitted for review and approval, which demonstrates conformance to all standards for each phase of the development. 1. The applicant shall continue working with staff with regard to site water management and drainage. All systems shall conform to engineering standards and other applicable standards. 2. The applicant will be required to make revisions to the site design to accommodate the wetland requirements based on the Technical Evaluation Panel recommendations. 3. The applicant shall submit a variance request and a license to encroach for the construction of the sidewalk. 4. No outside storage shall be allowed. 5. The property shall have all amenity spaces complete at the time of leasing of units. 6. Parking shall conform to the requirements set forth for multiple-family dwellings. 7. Parking lots shall be hard surfaced, striped, and screened from residential properties and rights of way. 8. All mechanical equipment shall be screened from rights of way and residential uses and zones. 9. All exterior elevations shall be consistent per the Certificate of Design Compliance. The exterior finishes as shown and approved by the City Council shall be implemented. No substitutions shall be allowed. 10. The applicant shall install bicycle parking which conforms to the Mankato City Code.11. The applicant shall provide a photometric plan that demonstrates conforming lighting levels at the property line. This shall be provided with the building permit submission for the structures. 12. The applicant shall provide exterior light fixture cut sheets. All exterior light fixtures shall conform to the Mankato City Code. 13. The applicant shall obtain a sign permit for any desired site signage prior to fabrication and installation. 14. The required landscaping shall be installed prior to, or in conjunction with, occupancy of the premise. All required screening shall meet Mankato City Code Chapter 10. 15. Prior to occupancy of any units, a rental license issued by the City of Mankato shall be in place. 16. The applicant shall submit a snow removal and storage plan for the proposed grouped housing project. Snow placement shall be in accordance with the MS4 requirements for the City. 17. The applicant shall schedule a pre-construction meeting with all appropriate City Staff. 18. The applicant shall have the final plat recorded prior to the issuance of a building permit. 19. The applicant shall provide a staging plan related to the phasing of construction. Ensuring that adequate parking is available for any building occupants. 20. Prior to affixing the signature on the final plat, the applicant shall pay a parkland dedication fee of $12,400.00. 21. Matt Borowy (Bright Pixel Design). Mr. Borowy was present at the meeting as the architectural designer for the project to answer any questions the commission members might have. Chair Zehnder opened the public hearing for comment. With no one wishing to speak, the public hearing was closed. Mr. Dieken made a motion to approve the final plat, conditional use permit, and certificate of design compliance. The motion was seconded by Mr. Filipovitch and passed unanimously. The anticipated date of City Council action is December 8, 2025. 2. ## CY57-25 Request of Mankato Area Public Schools for an amended preliminary plat and final plat review of Mankato West High School Subdivision. The subject property is described as being located in the Southeast Quarter of Section 13, Township 108, Range 27, Blue Earth County, City of Mankato (West High School, 1351 S. Riverfront Drive). Ms. Westman reports that staff submits the following findings: ## General Requirements The site is designed in conformance with the existing location and widths of streets, the general drainage situation, lot sizes and arrangement. 1. A drainage study was submitted and is in compliance with the City drainage requirements. 2. 1. ## Streets The street right-of-way widths conform to the standards listed in Chapter 10 of Mankato City Code. 1. 2. ## Easements The preliminary plat provides standard easements required in Chapter 10 of the Mankato City Code. 1. Private easements will also be provided over existing City utilities that traverse the2. 3. site. ## Block Standards The blocks within the subdivision were designed around the existing corridors. 1. 4. ## Lot Standards The lots are designed in conformance with the standards set forth in Chapter 10. 1. 5. ## Public Sites and Open Spaces The applicant will not be making a payment in lieu of parkland dedication because the site provides public open spaces. The Parks and Open Space Plan does not show that a park is needed within this subdivision. The site provides public amenities such as ballfields and open areas. 1. 6. Ms. Westman reports that staff recommends approval of the Mankato West High School preliminary plat with the following conditions: Prior to, or in conjunction with, affixing the signatures on the final plat, private easements will be executed and recorded for the existing City/public infracture on the subject parcels. 1. At the end of the current improvement projects on the subject site, the property owner will provide the City with an as-built plan identifying the location of all private utility lines on the subject site. 2. The applicant shall be a willing petitioner when any intersection improvements are proposed on adjacent roads. 3. The applicant shall obtain a cross-access agreement with the adjacent parcel (YMCA) and this shall be in place prior to or in conjunction with affixing the signatures on the final plat. 4. The applicant shall provide any applicable deed/conveyance for the transfer of the public ways that are dedicated within the plat. 5. Ms. Westman reports that based on conformance with the recommended conditions of the preliminary plat, staff recommends approval of the Mankato West High School Subdivision final plat. Chair Zehnder opened the public hearing for comment. With no one wishing to speak, the public hearing was closed. Mr. Iddings made a motion to approve the preliminary plat with conditions and the final plat. The motion was seconded by Ms. Surdy and passed unanimously. The anticipated date of City Council action is December 8, 2025. 3. ## CY58-25 Request of APX Construction Group, with permission of the owner, Cemstone, for the vacation of a portion of a 10’ utility easement located on the westerly side of Lot 2, Block 2 as per the recorded plat of Lime Valley Fourth Addition. The subject property is described as part of Lot 2, Block 2, Lime Valley-Fourth Addition, Blue Earth County (Blue Earth County PID R010431455007, 100 Summit Avenue). Mr. Hanson reports that staff respectfully submits the following findings of fact for the ## requested Easement Vacation: The applicant has petitioned to vacate the subject portion of the 10' utility easement.1. The applicant has provided notice to the utility companies with a copy of the vacation request and has provided responses from the utility companies stating that no utilities are present within the easement area. Based on this response, the easement would no longer be needed for utility purposes. 2. longer be needed for utility purposes. This proposed 3,515 Sq. Ft. easement vacation preserves the dedicated utility easements along the northern and southern property boundaries. 3. The proposed vacation is necessary for the development of the subject parcel. 4. Mr. Hanson reports that staff recommends approval of the vacation of the subject utility easement with the following conditions: The applicant shall combine the two subject parcels into a single zoning lot (R010431455077 & R010431455006) prior to issuance of a building permit for the proposed batch plant that spans across both parcels. 1. The vacation shall be recorded with Blue Earth County prior to issuance of a building permit for the proposed batch plant. 2. Chair Zehnder opened the public hearing for comment. With no one wishing to speak, the public hearing was closed. Mr. Wilke made a motion to approve the vacation of the subject utility easement with conditions. The motion was seconded by Mr. Dieken and passed unanimously. The anticipated date of City Council action is December 8, 2025. ## 6.MISCELLANEOUS ## No Miscellaneous items ## 7.ADJOURNMENT There being no further business, Mr. Wilke moved to adjourn the meeting. The motion was seconded by Ms. Surdy with all in favor. The meeting adjourned at 6:28 pm. ## MINUTES APPROVED. _______________________________________ ## Chair, Mankato Planning Commission ## Planning Commission Regular Meeting 5. 1. ## Meeting Date:01/28/2026 ## Title ## Land Acknowledgment Statement ## Review The Mankato City Council has adopted a Land Acknowledgment. As part of the first Planning Commission Meeting each year, the Planning Commission has been asked to have the Chair read the Land Acknowledgment Statement. The statement is shown below. ## City of Mankato Land Acknowledgment We acknowledge that we live and thrive in Mahkato (mah-KAH-toh), the traditional homeland of the Dakota (dah-KO-tah) Nation and other Indigenous Peoples. The land we are on holds significance as a cultural and spiritual place for the Dakota Peoples and connects to their vibrant cultures, traditions and ways of life. We recognize this land was forcibly taken by the U.S. government and acknowledge the deliberate actions of generations that came before us to suppress Indigenous Peoples cultural and spiritual heritage. We also recognize the displacement and exile of the Dakota Peoples and the execution of 38+2 Dakota men. We honor and respect the ongoing work of Indigenous and non-Indigenous People towards reconciliation efforts in Mahkato, especially Dakota Elder Amos Owen and Mahkato residents Bud Lawrence and Jim Buckley Sr. We remain committed to moving in a spirit of reconciliation and accountability by offering this land acknowledgment and continuing to: Partner, collaborate and maintain relationships with Indigenous communities. Embrace Indigenous Peoples past, present and future contributions. Provide space for traditional and contemporary cultural activities. Review policies that impact Indigenous Peoples. This land acknowledgment will serve as a living document to be reviewed and updated. ## Planning Commission Regular Meeting 5. 2. ## Meeting Date:01/28/2026 ## Title ## CY01-26 Request of HTG Architects, on behalf of the owner, Blaze Credit Union, for a conditional use permit to allow a drive through with driving lanes between the building and the property frontage in the Highway Gateway Overlay District; for a certificate of design compliance for the construction of a new, approximately 6,830 square foot structure in the Highway Gateway Overlay District; for a preliminary and final plat review of Blaze Mankato Addition; and for the vacation of a portion of a 10’ utility easement located between Lots 1 and 2, Block 1, as per the recorded plat of Mills Addition to Mankato. The subject properties are described as Lot 2, Block 1 and the north 132.20 feet of Lot 1, Block 1, Mills Addition to Mankato (BEC PID R010909227005 and R010909227003, 1831 Premier Drive). ## Applicant The applicant is Blaze Credit Union, with permission of the property owner. ## Request The applicant is seeking a conditional use permit to allow a drive through with driving lanes between the building and the property frontage in the Highway Gateway Overlay District;a certificate of design compliance for the construction of a new, approximately 6,830 square foot structure in the Highway Gateway Overlay District; a preliminary and final plat review of Blaze Mankato Addition; and the vacation of a portion of a 10’ utility easement located between Lots 1 and 2, Block 1, as per the recorded plat of Mills Addition to Mankato. ## Location The subject properties are addressed at 1831 Premier Drive and are described as Lot 2, Block 1 and the north 132.20 feet of Lot 1, Block 1, Mills Addition to Mankato. The Blue Earth County Parcel Identification Numbers are R010909227005 and R010909227003. ## Existing Land Use The parcels are currently vacant land. ## Zoning The subject properties are zoned B-3, Highway Commercial. ## Environmentally Sensitive Areas There are no known environmentally sensitive areas on the subject site. ## Public Utilities Public utilities are available to serve the development. ## City Code Mankato City Code Chapter 10, Article V, Division 9, related to the Highway Gateway Overlay District standards and the Certificate of Design Compliance standards can be found at this link: https://library.municode.com/mn/mankato/codes/code_of_ordinances?nodeId=PTIICOOR_CH10LAUSDE_ARTVCODI_DIV9GTGAOVDI_SDIVHGHIGAOVDI Mankato City Code related to subdivisions can be found in Chapter 10, Article XII at this link: https://library.municode.com/mn/mankato/codes/code_of_ordinances?nodeId=PTIICOOR_CH10LAUSDE_ARTXIISUDEREPL Mankato City Charter, Chapter 9, Sec. 10.04b, related to Vacation of Easements on private property can be found at this link: https://library.municode.com/mn/mankato/codes/code_of_ordinances?nodeId=PTICH_CH10MIPR_S10.04.BVAEAPRPR ## Site Plan Review Comments The Site Plan and Traffic Advisory Committee reviewed the information at their January 13, 2026 meeting and provided the following comments. The applicant's subsequent responses are also included in italics. The applicant shall provide a hydrant coverage map. Response: Hydrant coverage map has been created and submitted with this response.a. The applicant shall be advised that the property will retain the 1831 Premier Dr address. Response: Notedb. The applicant shall be advised that when Premier Drive is reconstructed at some point in the future, the property owner shall be a willing petitioner to a connection to the sidewalk system, at such time that the road and trail system is constructed. Response: Noted. Blaze CU finds this acceptable. Plans now show that a sidewalk connection to a future sidewalk along Premier is possible. c. Removed boulevard trees shall be replaced at 2:1 ratio. Response: Noted. Landscape Plan sheet L1-1 has been updated to include 4 additional trees.d. Removal “Demolition” and Site Plan shall be updated to show proposed work for new water and sanitary sewer services.  The survey limits along the west side of Premier Drive shall be extended to account for full limits of proposed work, specifically the existing concrete sidewalk on the west side of Premier Drive. Response: Noted. Sheets have been updated with the revised sanitary and water connections e. Driveway aprons shall be constructed in accordance with MnDOT Standard Plan 5-297.254.  Concrete driveway apron shall be constructed with a minimum 8” of concrete on 6” aggregate base.Response: MnDOT driveway apron details has been added to the civil details sheet C8-1. Detail shows the pavement section noted. f. Concrete sidewalk connection to existing trail shall be constructed at minimum 5” of concrete.Response: Sidewalk connection to the trail has been removed. City noted in comment c. that a future sidewalk along Premier may be constructed. A sidewalk connection to that sidewalk is preferred. g. Wet tap will be required for new 6” water service.  Applicant shall consider connection to the existing watermain lateral stubbed in Premier Drive. City As Built records are enclosed and indicate stub is a 6” lateral.  Any unused stubs will be required to be abandoned to the city main. Water service pipe material shall be per city standard within right of way. Response: Noted. Plan has been updated to use existing water stub and wet tap 2” domestic service next to existing stub h. Applicant shall consider connection to the existing sanitary sewer service stubbed in Premier Drive as shown in the enclosed As Built record drawings. The applicant shall coordinate with City Public Works to confirm final location. Any unused stubs shall be required to be abandoned to the city main. Response: Noted. The plan has been updated to use the sanitary stub. i. Utility locating wires shall be installed on all non-conductive sanitary, storm and water lines in accordance with the Minnesota Rural Water Association tracer wire specifications and details. Response: Noted. A note has been added to sheet C4-1 & C4-2 j. The applicant shall be aware that storm manholes (STMH 3 and STMH 2) appear to fall within the curb line with circular castings. Response: Noted. Plans have been revised. k. The applicant shall provide the final geotechnical report. The applicant shall be aware that the Geotech report date xx/xx/xx is missing on pavement sections. Response: We have recently obtained a draft soils report. Included in this submittal is the draft report and a stormwater narrative. A final report will be submitted to the City as soon as it’s available and certainly before the Permit submittal. l. Proposed work within right of way of Premier Drive will be expected to match existing, including, but not limited to, roadway pavement section and concrete sidewalk. Response: Noted. m. The applicant shall be advised that the proposed concrete curb and gutter shall not wrap around the driveway aprons. Staff recommends that the applicant use the existing Fleet Farm aprons along Premier Drive for reference. Response: Driveway aprons have been redesigned to match the MnDOT details noted in Comment f. of this City comment list. n. The applicant shall provide revised parking stall depths that conform with City Code/Standard plates. Response: Plans have been updated to match the standard plate.o. Proposed sidewalk connection to the existing trail on the east side of the site shall require a Work Within Right of Way permit from MnDOT. Applicant shall coordinate with MnDOT to determine feasibility of the proposed tie-in. Response: The sidewalk connection to the MnDOT trail has been removed from our plans. p. of the proposed tie-in. Response: The sidewalk connection to the MnDOT trail has been removed from our plans. SWPPP lacks appropriate BMPs “inlet protection” for inlets along Premier Drive adjacent to site. Response: Inlet protection at the catch basins in Premier Drive have been added to the SWPPP sheet C3-2.q. A pond skimmer style grate must be used on the basin outlet structure in lieu of the proposed beehive style. Response: That is our standard catch basin for Biofiltration Basins with underdrains. This is not a pond with standing water. r. In compliance with the NPDES CSWP, an approved pretreatment device or mechanism upgradient of the stormwater BMP must be incorporated. Response: The two structures CBMH 4 & CBMH 7 both are sump catch basins per previous submittal. Have added SNOUTS to both catch basins as well. s. Basin underdrain must encourage positive drainage; 0.10% grade or greater. Response: The draintile has been switched to have a 0.10% slopet. The applicant shall provide documentation or justification for the proposed 1.0 in/hr exfiltration. Response: The basin filter media is a sand mix. Have switched the infiltration rate to 0.8 in/hr to be conservate and match the poorly graded sand mix to meat MPCA infiltration rates. This is the rate the water will travel through the media to the drain tile. u. A designated Emergency Overflow shall be designed for the BMP. Response: plans have been updated to have a 1002.5 EOF on the east sidev. The applicant shall coordinate with City Staff regarding applicability of the Roof drain connection detailed in the provided plans. Response: Noted. Blaze buildings us down spouts that are either dumped to grade or brought below ground and connected to storm sewer. The storm sewer on the site has been sized for the roof downspout connections. More detail will be provided once final location of downspouts are designed. w. The applicant shall obtain a City of Mankato Right of Way permit prior to any work occurring within the City Right of Way. Response: Noted. x. The applicant shall be subject to SAC and WAC connection charges. Response: Noted. y. Applicant shall inform local utility operators and owners of proposed utility easement vacation. Response: Noted. a`. The proposed “pylon” sign is not an allowed signage type at this location. Please review the Code signage standards for the allowable standards. Response: Sign is not called ‘monument sign’ as shown on the Site Plan sheet C2-1. aa. In addition to the photometric, the lighting cut sheets should be provided. Response: Cut sheets have been provided. ab. Bicycle parking, achieve Mankato City Code standards should be provided. Standard - Nonresidential uses and multiple-family dwellings having an off-street parking requirement of at least 15 and not more than 40 automobile spaces shall provide a minimum of two off-street bicycle parking spaces. Nonresidential and multiple-family dwelling uses having an off-street parking requirement of 40 or more automobile spaces shall provide off-street bicycle parking spaces equal to five percent of the total number of automobile off-street parking spaces provided. Response: Noted. This site plan is planning for 3+ bicycle parking spaces. ac. Exterior elevations – please provide detail on the proposed exterior finish material “M”. – horizontal siding products are typically not permitted in this district. Response: This is a 22 GA. 1” Prefinished metal flush wall panel. Cut sheet / product data sheet attached for review. We typically will use PAC-CLAD or Elevate (Firestone Building Products) ad. Exterior elevations – confirm the percentages of EIFS on elevations, in particular on the eastern elevation. Code allows: Stucco, or similar durable cement-based material, not to exceed 20 percent of a wall area. Response: EIFS percentages of wall area provided on Architectural sheet A3.1a. ae. Applicant shall log into the online portal and make notification fee payments, if not already complete. Response: Noted. This has been paid. af. ## Review HTG Architects, on behalf of Blaze Credit Union and with the property owner’s consent, has submitted a request for a conditional use permit to allow a drive-through with driving lanes situated between the building and the property frontage within the Highway Gateway Overlay District. The request also includes a certificate of design compliance for the construction of a new structure of approximately 6,830 square feet in the Highway Gateway Overlay District; preliminary and final plat approval for Blaze Mankato Addition; and the vacation of a portion of a 10-foot utility easement located between Lots 1 and 2, Block 1, as recorded in the plat of Mills Addition to Mankato. The property is located at 1831 Premier Drive and is legally described as Lot 2, Block 1, and the north 132.20 feet of Lot 1, Block 1, Mills Addition to Mankato. The Blue Earth County parcel identification numbers for these parcels are R010909227005 and R010909227003. ## Preliminary and Final Plat The applicant seeks to replat two existing parcels within the Mills Addition to Mankato subdivision into a single parcel. The proposed Blaze Mankato Addition plat consists of one lot and one block, encompassing 2.44 acres. The lot meets the minimum area requirement of 10,000 square feet and the minimum street frontage requirement of 150 feet for the Highway Gateway District. Plans indicate standard easements around the new lot. A recommended condition of approval is that the standard easement along Premier Drive be expanded from 10 feet to 15 feet to accommodate a future sidewalk and/or a private easement be provided to accommodate the installation of the sidewalk. Utilities will be provided through existing connections along Premier Drive, and a private stormwater pond will be located on the site. Payment in lieu of parkland dedication is not required because the parcel was previously platted. ## Vacation The request includes vacating an existing private utility easement located between the underlying lots. The 10-foot easement must be vacated to allow construction of the new building over this area. Standard easements along the eastern and western property boundaries will remain. ## Conditional Use Permit and Certificate of Design Compliance Blaze Credit Union proposes constructing a new branch office and contact center to provide financial services to existing and prospective members. Although the final employment count is not yet determined, the branch is expected to create 10 to 30 jobs, including both part-time and full-time positions. The property lies within the Highway Gateway Overlay District, which promotes high-quality design at major city entryways to create a positive first impression and establish a distinctive image for Mankato. Gateway standards allow drive-through facilities with lanes between the building and property frontage by conditional use permit, provided landscaping is installed between the property line and the drive-through per subsection (5)b. Accordingly, the applicant seeks a conditional use permit for a drive-through on the eastern side of the structure. Additionally, all construction within the district requires a certificate of design compliance. Site plans show a 5,050-square-foot credit union building with an attached 1,780-square-foot contact center, centrally located on the combined parcels. The building placement meets the interior lot gateway setback requirements of a minimum of 15 feet and a maximum of 150 feet from the right-of-way on both frontages. The site also meets the required 15-foot setback for surface parking and drive aisles. Side and rear yard setbacks of three feet for parking surfaces and six feet for the building comply with district standards. The structures do not exceed the allowable 75 percent lot coverage. Two access points from Premier Drive are proposed. A traffic analysis reviewed trip generation, site operations, and area impacts. The site is projected to generate approximately 51 trips during the a.m. peak hour, 113 trips during the p.m. peak hour, and 610 daily trips. Peak hours for the development (8:30–9:30 a.m. and 4:00–5:00 p.m.) align closely with adjacent roadway peak periods. Traffic data indicate Premier Drive is a three-lane roadway with a planning capacity of approximately 15,000 vehicles per day (vpd). Current volumes range from 2,600 to 4,000 vpd. Victory Drive and Highway 22, both four-lane divided roadways, have capacities exceeding 28,000 vpd, with current volumes of 9,100 vpd and 17,200 vpd, respectively. These figures show area roadways operate well below capacity. The proposed development is expected to generate 500–700 daily trips, which will distribute along Premier Drive and connect to Victory Drive and Highway 22. Even with this additional traffic, adjacent roadways will remain under capacity. Peak-hour site trips equate to one or two additional vehicles per minute along Premier Drive, which will not significantly affect corridor or intersection operations. No infrastructure improvements are required to support the development. The traffic memo also confirms adequate drive-through stacking, circulation, and parking, and recommends reviewing signage, landscaping, and truck maneuverability—conditions incorporated into the approval. Utility plans show service connections from Premier Drive and a private bio-filtration stormwater pond on the northern side of the site. The site complies with Mankato City Code parking standards. Fifty-seven parking stalls (18.5 feet by 9 feet) are provided, exceeding the required 36 stalls. Banks require one space per 250 square feet, necessitating 27 stalls for the credit union. Drive-through facilities require three stacking spaces per lane; three lanes are proposed, requiring nine stacking stalls. Plans also include a bypass lane east of the drive-through lanes. The design ensures drive-through traffic does not obstruct other traffic lanes or parking areas, meeting Code standards. Bicycle parking is provided near the building entrance. A dumpster enclosure on the western side of the building meets Code requirements and uses finishes consistent with the primary structure. Screening for exterior mechanical equipment is also provided. Gateway standards require a pedestrian walkway from any public sidewalk or trail in the adjacent right-of-way to the building entrance. The applicant evaluated a connection to the eastern trail but found it unsuitable due to alignment, grade, and the need to cross all four drive-through lanes. Instead, a continuous sidewalk along Premier Drive’s east side is recommended, with curb cuts for both the Credit Union and Contact Center and a mid-block crossing to the west-side sidewalk. This crossing will remain until a future project completes the eastern sidewalk. A condition of approval addresses this requirement. Floor plans show a lobby, teller stations, offices, and accessory spaces typical of a financial institution in the Credit Union portion, with offices, restrooms, a lounge, and accessory spaces in the Contact Center. All buildings in the Highway Gateway Overlay District must meet exterior finish standards. Proposed elevations include face brick, stone, EIFS, glass/glazing systems, metal panels on the canopy gable, and standing seam and asphalt roofing. Permitted materials include face brick, stone, glass, and limited EIFS (no more than 20 percent of wall area). Adjustments are needed on the eastern canopy elevation to meet standards; a condition addresses this requirement. The landscaping plan includes shade trees, coniferous trees, and shrubs. Gateway standards require screening of drive-through lanes on frontages with a wall, fence, or hedge 4–8 feet high and at least 80 percent opaque. Minor modifications are needed to extend landscaping along the entire drive-through frontage; a condition addresses this requirement. The photometric plan may require minor adjustments to meet the Code limit of 0.5 foot-candle at property lines. Lighting cut sheets confirm compliance with full-cut, fully shielded fixture requirements. Sign permits will be required before installation, and all signage must comply with Code standards. Plans show two monument signs—one on each side of the property—and wall signs on building elevations. ## Findings Staff respectfully submits the following findings for consideration. ## Preliminary and Final Plat ## General Requirements The site is designed in conformance with the existing location and widths of streets, the general drainage situation, lot sizes and arrangement. 1. A drainage study/stormwater management plan was submitted and is in compliance with the City drainage requirements. 2. 1. ## Streets The street right-of-way widths conform to the standards listed in Chapter 10 of Mankato City Code. 1. 2. ## Easements The preliminary plat provides standard easements required in Chapter 10 of the Mankato City Code, and a condition of approval includes that the easement width along Premier Drive be increased to accommodate the installation of a sidewalk. 1. 3. ## Block Standards The blocks within the subdivision were designed around the existing corridors. 1. 4. ## Lot Standards The lots are designed in conformance with the standards set forth in Chapter 10. 1. 5. ## Public Sites and Open Spaces The applicant will not be making a payment in lieu of parkland dedication because the site was previously platted. 1. 6. Staff respectfully submits the following findings for the requested Easement Vacation: There are no known utilities located within the proposed vacation area. 1. The proposed easement vacation area preserves the dedicated standard easements along the western and eastern property boundaries, as required. 2. The proposed vacation is necessary for the development of the subject parcel. 3. Staff respectfully submits the following findings for the Conditional Use Permit and the Certificate of Design Compliance: The request is in keeping with the comprehensive planning policies of the City as the underlying land use plan identifies this parcel as "commercial." 1. The proposal does not interfere with or diminish the use of property in the immediate vicinity. The property is bordered on all side by commercially zoned lands. 2. The proposal is currently served by public facilities and services and will continue to be. 3. The proposal does not cause undue traffic congestion as the submission conforms to Mankato City Code criteria for off-street parking and driving areas. The applicant has provided a traffic analysis that demonstrates no significant issues with respect to trip generation, site operations and overall traffic impact to the area. 4. There are no known historical or architectural resources on the site. 5. There are no known natural or environmental features on the site. 6. It will not cause a negative cumulative effect and effect on the City as a whole.7. The proposal will not jeopardize the public's health, safety, or general welfare. 8. The property is located in the Highway Gateway Overlay District and the proposed value of the project exceeds $500,000, which, by Mankato City Code Chapter 10, requires a review of the Planning Commission and City Council. 9. The building elevations conform to the guidelines of the Highway Gateway Overlay District. The proposed addition has exterior finishes including brick, stone, EIFS, glass and metal. All sides of the building visible to the public will be treated consistently with quality materials and finishes. 10. ## Recommendation Staff recommends approval of the preliminary plat with the following condition: The easement along Premier Drive (the western side of the subject lot) be expanded to15' and/or a private easement be provided to accommodate the installation of the sidewalk. 1. Based on conformance with the recommended conditions of the preliminary plat, staff recommends approval of the Blaze Mankato Addition Subdivision final plat. Staff recommends approval of the vacation of the easement. Staff recommends approval of the conditional use permit and the certificate of design compliance with the following recommendations: The applicant shall provide a truck maneuverability plan to ensure adequate circulation is provided throughout the site. 1. Prior to the fabrication or installation of any signage, the applicant shall obtain sign permits, at which time sight distance triangles will be confirmed and verified. 2. The applicant shall provide a continuous sidewalk along the east side of Premier Drive on the subject property. A temporary, mid-block pedestrian crossing should be provided, and will remain as an interim condition until a future connection of the sidewalk on both ends occurs in the future. An alternative would be to provide a direct connection to the adjacent trail. 3. All elevations shall be evaluated and adjusted as necessary to achieve the exterior building material standards in the gateway district at the time of building permit submission. 4. A landscaping plan achieving the standards in the Mankato City Code shall be provided at the time of building permit submission. 5. Applicant shall provide a photometric plan that demonstrates conformance to Mankato City Code standards. 6. All light fixtures shall achieve Mankato City standards including, but not limited to, full-cut, fully shielded style fixtures. 7. ## Attachments ## General Location Map ## Aerial Plan ## Civil and Landscaping Plans ## Stormwater Report revised ## Traffic Analysis ## ALTA Survey ## Architectural Plans ## Exterior Materials Board ## Preliminary Plat ## Final Plat ## Easement Vacation Exhibit ## Photometric Plan ## Lighting Cut Sheets ## Project Narrative ## Hydrant Coverage Map This inf or ma ti o n is to be us ed f o r re fe re nce purpo se s o nly . The City o f Ma nka to do es no t gua rante e ac cura cy o f the ma ter ia l c o nta ine d he rei n a nd is no t res pons ible f o r mi sus e o r mis inte rpreta tio n. % ## Date: December 2025 Author : ## General Location Map This inf or ma ti o n is to be us ed f o r re fe re nce purpo se s o nly . The City o f Ma nka to do es no t gua rante e ac cura cy o f the ma ter ia l c o nta ine d he rei n a nd is no t res pons ible f o r mi sus e o r mis inte rpreta tio n. % ## Date: December 2025 Author : ## General Location Map 31 ## FIP 41643 1004.50 19 16 13 16 16 ## TREE PROTECTION FENCE ## TREE PROTECTION FENCE ## REMOVE CURB/GUTTER ## SAWCUT BITUMINOUS (FULL DEPTH ## REMOVE 2 WIDE BITUMINOUS ## REMOVE CURB/GUTTER ## SAWCUT BITUMINOUS (FULL DEPTH ## REMOVE 2 WIDE BITUMINOUS ## REMOVE TREE ## REMOVE TREE ## REMOVE TREE ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C1-1 DEMO PLAN ## Plotted: ## 01 /19 / 2026 8:52 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## DEMOLITION ## PLAN ## C1-1 ## 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. ## CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. ## 2.STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE ## SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE ## CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED ## UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) / GRADING & ## EROSION CONTROL PLAN. ## 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. ## CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. ## 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO ## DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. ## 5.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE ## REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. ## CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE ## PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED ## CONTRACTOR. ## 6.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT ## MILLED EDGE. ## 7.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO ## BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR ## A NEAT EDGE OF REMOVAL. ## 8.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE ## CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ## ADDITIONAL COMPENSATION. ## 9.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE ## APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF ## THE APPLICABLE GOVERNING AGENCIES. ## 10.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER ## AND ADJACENT PROPERTY OWNER. ## 11.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT ## NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. ## 12.REFER TO THE GEOTECHNICAL REPORT PREPARED FOR INFORMATION INCLUDING BUT NOT ## LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION ## DEWATERING. ## 13.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION ## SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. ## SITE DEMOLITION NOTES ## REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ## ETC. ## REMOVE EXISTING TREES ## REMOVE EXISTING BITUMINOUS PAVING ## TREE PROTECTION FENCE ## DEMOLITION LEGEND ## N ## SCALE IN FEET 0 2040 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## WARNING: ## THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL ## EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ## MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ## THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ## LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ## CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ## DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ## DURING CONSTRUCTION AT NO COST TO THE OWNER. ## NO PARKING ## PROPOSED BUILDING ## CREDIT UNION ## 5,050 SF ## CONTACT ## CENTER ## 1,780 SF ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING 26.5' 26.0' 26.0' 18.5' 18.5' 18.5' 18.5' 9.0' 9.0' 9.0' 9.0' 26.0' 18.5' 53.0' 9.0' 9.0' 9.0' 15.7' 2.7' 2.7' 5.0' 9.0' 9.0' 9.0' 9.0' 9.0' 26.0' 6.3' 6.0' 6.0' 6.0' 6.0' ## BIO-FILTRATION BASIN ## R3.0' ## R3.0' ## R20.0' ## R3.0' ## R3.0' ## R3.0' ## R3.0' ## R3.0' ## R3.0' ## R3.0' ## R20.0' 28.6' ## R3.0' ## R20.0' ## R3.0' ## R2.5' ## R1.3' ## R1.3' 26.0' 9.0' ## CONCRETE PAD ## (SEE ARCH/MECH) ## 1' WIDE MODIFIED CURB ## (SEE ARCH) ## 10' CURB TAPER ## HC SIGNAGE-TYP (SEE DETAIL) ## BIKE RACK ## 3+ BIKES ## (SEE ARCH) ## TRASH ENCLOSURE ## (SEE ARCH) ## WHITE VINYL ## SCREEN FENCE ## (SEE ARCH) ## 10' CURB TAPER ## 10' CURB TAPER ## HC SIGNAGE ## (SEE DETAIL) ## 3' CURB ## TAPER ## 3' CURB ## TAPER ## FLAT CURB ## (SEE DETAIL) ## FLAT CURB ## (SEE DETAIL) ## CURB TAPER ## CONCRETE PAD ## FOR TRANSFORMER ## (SEE ELEC) ## SIGNAGE ## (ONE-WAY ## DO NOT ENTER) 24.3' 13.7' ## MONUMENT SIGN ## (SEE SIGN PACKAGE) ## B612 ## CURB/GUTTER-TYP ## (SEE DETAIL) ## B612 ## CURB/GUTTER-TYP ## (SEE DETAIL) ## FLAT CURB ## (SEE DETAIL) ## PARKING SETBACK ## LINE-TYP ## BUILDING SETBACK ## LINE-TYP ## PROPERTY ## LINE ## PROPERTY ## LINE ## PROPERTY ## LINE ## PROPERTY ## LINE ## PROPERTY ## LINE ## DRIVE-THRU EQUIPMENT ## (SEE ARCH PLANS) 5.0' ## 3' CURB TAPER ## 3' CURB TAPER ## EXISTING BITUMINOUS TRAIL ## EXISTING BITUMINOUS TRAIL ## EXISTING BITUMINOUS TRAIL ## EXISTING BITUMINOUS TRAIL ## CURB ## TRANSITION ## CURB ## TRANSITION ## MONUMENT SIGN ## (SEE ARCH) ## CONCRETE ## APRON (SEE DETAIl) ## CONCRETE ## APRON (SEE DETAIl) 26.0' 26.0' ## R7.0' ## R7.0' ## R7.0' ## R7.0' ## R30.0' ## R7.0' ## R46.0' ## R7.0' ## R10.0' ## R10.0' ## R10.0' ## R7.0' ## R10.0' ## R10.0' ## BITUMINOUS ## PAVEMENT ## PATCH AND ## CURB AND ## GUTTER TO ## MATCH ## EXISTING ## FUTURE ## SIDEWALK ## CONNECTION ## BITUMINOUS ## PAVEMENT ## PATCH AND ## CURB AND ## GUTTER TO ## MATCH ## EXISTING ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLAN ## Plotted: ## 01 /19 / 2026 8:52 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## N ## SCALE IN FEET 0 2040 ## SITE PLAN ## C2-1 ## 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ## ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY ## REQUIREMENTS. ## 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND ## APPLICABLE GOVERNING AGENCY REQUIREMENTS. ## 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. ## 4.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO ## EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. ## SITE NOTES ## CURRENT ZONING: B3 BUSINESS HIGHWAY ## PROPOSED ZONING: B3 BUSINESS HIGHWAY ## PROPERTY AREA: 106,367 SF ## EXISTING IMPERVIOUS AREA: 567 SF (0.5%) ## PROPOSED IMPERVIOUS AREA: 52,156 ± SF (49.0%) ## SITE DATA ## BUILDING AREA: ## CREDIT UNION:=5,050 SF ## CONTACT CENTER: = 1,780 SF ## TOTAL BUILDING AREA:=6,830 SF ## YARD (BUILDING) SETBACKS: ## FRONT15 FT MINIMUM ## SIDE 6 FT MINIMUM ## REAR 6 FT MINIMUM ## OFF-STREET PARKING SETBACKS: ## FRONT15 FT MINIMUM ## SIDE03 FT MINIMUM ## REAR03 FT MINIMUM ## MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): ## PARKING SPACE WIDTH= 9 FT ## PARKING SPACE LENGTH= 18.5 FT ## DRIVE LANE WIDTH (2-WAY)= 26 FT ## DRIVE LANE WIDTH (1-WAY)= 16 FT ## TOTAL PARKING REQUIRED= 27 STALLS ## PROPOSED SURFACE PARKING=54 STALLS ## H.C PARKING= 3 STALLS ## TOTAL PARKING PROVIDED=57 STALLS ## PROPOSED SURFACE ACCESSIBLE PARKING:3 STALLS ## REQUIRED ACCESSIBLE PARKING:3 STALLS** ## **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 51 TO 75 STALLS ## DEVELOPMENT AND DESIGN STANDARDS ## OFF-STREET PARKING CALCULATIONS ## ACCESSIBLE PARKING ## PARKING STALL COUNT ## ACCESSIBLE PARKING STALL 2 ## LEGEND ## CATCH BASIN ## STORM SEWER ## SANITARY SEWER ## WATERMAIN ## STORM MANHOLE ## SANITARY MANHOLE ## HYDRANT ## GATE VALVE ## SPOT ELEVATION ## SIGN ## LIGHT POLE ## POWER POLE ## WATER MANHOLE / WELL ## CONTOUR ## CONCRETE CURB ## UNDERGROUND ELECTRIC ## CONCRETE ## TELEPHONE PEDESTAL ## UNDERGROUND TELEPHONE ## UNDERGROUND GAS ## OVERHEAD UTILITY ## CHAIN LINK FENCE ## BUILDING ## RETAINING WALL ## NO PARKING ## UNDERGROUND FIBER OPTIC ## SANITARY SEWER SERVICE ## WATER SERVICE ## ELECTRIC METER ## GAS METER ## TREE LINE ## EXISTINGPROPOSED 972 ## DRAINTILE ## FORCEMAIN 3 7 3 ## PARKING SETBACK LINE ## BUILDING SETBACK LINE 2 ## FENCE ## FLARED END SECTION ## POST INDICATOR VALVE ## BENCHMARK ## SOIL BORING 3 ## DIRECTION OF FLOW 1.0% 972.5 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## WARNING: ## THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL ## EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ## MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ## THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ## LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ## CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ## DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ## DURING CONSTRUCTION AT NO COST TO THE OWNER. ## DENOTES CONCRETE PAVEMENT ## DENOTES LIGHT DUTY BITUMINOUS PAVEMENT ## DRIVE AISLES TO BE HEAVY DUTY BITUMINOUS ## PARKING STALLS TO BE STANDARD BITUMINOUS ## PAVEMENT LEGEND ## DENOTES HEAVY DUTY ## CONCRETE PAVEMENT ## NO PARKING ## PROPOSED BUILDING ## CREDIT UNION ## 5,050 SF ## CONTACT ## CENTER ## 1,780 SF ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING 19 16 13 16 16 8 8 8 8 1.8% 1007.00 1.7% 4 4 4 4 4 4 4 4 1006.39 1006.46 1005.90 1005.65 1005.28 1004.50 1004.38 1004.22 1004.38 1003.13 1003.74 1004.59 1006.17 1006.37 1006.17 1005.24 1005.66 1004.16 1004.091005.12 1004.13 1004.80 1005.10 1005.06 1005.40 1004.98 1004.79 1005.19 1005.70 1004.95 1004.56 1004.84 1006.63 1006.19 1006.03 1005.81 1005.72 1005.86 1006.25 1005.96 1006.72 1006.72 1006.50 1006.80 1006.32 1005.99 1005.61 1006.41 1006.41 1006.10 1006.45 1006.45 1004.67 1004.77 1004.84 1004.71 1007.00 1007.00 1007.00 1007.00 1006.26 1006.05 2.5% 1.4% 0.5% 1.3% 2.4% 1.6%1.8% 1.4% 1.9% 1005.71 1005.70 1005.58 2.1% 1.5% 1.8% 2.1% 2.0% 1005.05 1005.31 1.5% 2.5% 1005.40 1.5% 1005.25 1.7% 1.9% 1006.33 1.0% 1006.60 1.1% 1006.13 8 8 8 8 8 8 8 1.9% 1.5% 1006 1006 1006 1005 1005 1005 1006 1005 1005 1005 1004 1006 1005 1006 1005 1003 1004 1005 1003 1004 1006 1005 1005 1005 1005 1004 5:1 1.5% 1006 1006.87 1.8% 1.9% 1.5% 1.5% 2.4% 2.4% 1.6% 1.4% 1004.05 1003.05 1.6% 1006.99 1.5% 1005 1006 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1006.00 1005.82 8 8 8 8 1000 998 999 1001 1002 1003 1004 1000 998 999 1001 1002 1003 1000 998 999 1001 1002 1003 1004 997.5 998.5 997.5 998.5 998.50 997.5 998.5 1001 1002 1003 1004 1006 1004 1000 1006 1000.60 5:1 7:1 1005.17 1005.03 1004.56 1004.41 1005.82 1005.70 1005.24 1005.10 1006.82 1006.74 1005.76 1006 1006 1006 1006.62 1005 1005 2.0% 3.0% 7.0% 2.1% 2.5% 2.0% 2.2% 2.3% 1006.25 2.1% 1.8% 1006.38 5:1 10:1 5:1 1002.50 1003 1003 1003 1003 ## BREAK LINE ## BREAK LINE ## BREAK LINE ## BREAK LINE ## BREAK LINE ## BREAK LINE ## BREAK LINE ## BIORETENTION BASIN ## HWL=999.61 ## BOTTOM=997.50 ## FILTER MEDIA ## BOTTOM=995.50 ## 6" DRAINTILE=995.50 ## WATER QUALITY VOLUME ## REQUIRED=4,781 CF ## VOLUME PROVIDED FROM ## 997.50 TO 998.50 = 4,819 CF ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 GRADING PLAN ## Plotted: ## 01 /19 / 2026 8:53 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## GRADING ## PLAN ## C3-1 ## 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF ## PAVEMENT UNLESS OTHERWISE NOTED. ## 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING ## SLOPE NOT EXCEEDING 5%. ## 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION ## FOR AN AREA 60" IN DIAMETER. ## 4.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS ## SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. ## 5.REFER TO GEOTECHNICAL EVALUATION REPORT FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND ## CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: ## A.REUSE OF ON-SITE SOILS ## B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. ## C.SITE GRADING AND SUBGRADE PREPARATION. ## D.PAVEMENTS AND EXTERIOR SLABS. ## E.TRENCH EXCAVATION AND BACKFILL. ## F.EXTERIOR UTILITY SUPPORTS. ## G.FROST PROTECTION. 7.EXISTING SOILS ARE ASSUMED TO BE COARSE-GRAINED SOILS (GW, GP, GM, GC, SW, SP, SM, SC) PER THE UNIFIED ## SOIL CLASSIFICATION. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS DIFFER FROM ASSUMED SOIL ## CONDITIONS. 8.GRADING, INCLUDING BUT NOT LIMITED TO EXCAVATION AND BACKFILL, OF THE INFILTRATION AREA(S) SHALL BE ## ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE ## UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. NO ## WHEELED MACHINES SHALL BE USED. ## 9.CITY SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS. 10.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. ## THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER ## TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT ## IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. ## 12.DUST MUST BE ADEQUATELY CONTROLLED. ## 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. ## 14.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. ## 15.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM ## GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT. ## 16.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. ## SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING ## OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE ## WHEN TURF HAS BEEN ESTABLISHED. ## 17.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE ## PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. ## GRADING, DRAINAGE NOTES ## N ## SCALE IN FEET 0 2040 ## PARKING STALL COUNT ## ACCESSIBLE PARKING STALL 2 ## LEGEND ## CATCH BASIN ## STORM SEWER ## SANITARY SEWER ## WATERMAIN ## STORM MANHOLE ## SANITARY MANHOLE ## HYDRANT ## GATE VALVE ## SPOT ELEVATION ## SIGN ## LIGHT POLE ## POWER POLE ## WATER MANHOLE / WELL ## CONTOUR ## CONCRETE CURB ## UNDERGROUND ELECTRIC ## CONCRETE ## TELEPHONE PEDESTAL ## UNDERGROUND TELEPHONE ## UNDERGROUND GAS ## OVERHEAD UTILITY ## CHAIN LINK FENCE ## BUILDING ## RETAINING WALL ## NO PARKING ## UNDERGROUND FIBER OPTIC ## SANITARY SEWER SERVICE ## WATER SERVICE ## ELECTRIC METER ## GAS METER ## TREE LINE ## EXISTINGPROPOSED 972 ## DRAINTILE ## FORCEMAIN 3 7 3 ## PARKING SETBACK LINE ## BUILDING SETBACK LINE 2 ## FENCE ## FLARED END SECTION ## POST INDICATOR VALVE ## BENCHMARK ## SOIL BORING 3 ## DIRECTION OF FLOW 1.0% 972.5 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## WARNING: ## THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL ## EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ## MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ## THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ## LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ## CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ## DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ## DURING CONSTRUCTION AT NO COST TO THE OWNER. ## NO PARKING ## PROPOSED BUILDING ## CREDIT UNION ## 5,050 SF ## CONTACT ## CENTER ## 1,780 SF ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING 19 16 13 16 16 8 8 8 8 8 8 8 8 8 8 8 1006 1006 1006 1005 1005 1005 1006 1005 1005 1005 1004 1006 1005 1006 1005 1003 1004 1005 1003 1004 1006 1005 1005 1005 1005 1004 1006 1005 1006 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1000 998 999 1001 1002 1003 1004 1000 998 999 1001 1002 1003 1000 998 999 1001 1002 1003 1004 997.5 998.5 997.5 998.5 997.5 998.5 1001 1002 1003 1004 1006 1004 1000 1006 1006 1006 1006 1005 1005 1003 1003 1003 1003 ## ROCK CONSTRUCTION ## ENTRNACE ## INLET PROTECTION-TYP ## (SEE DETAIL) ## INLET PROTECTION-TYP ## (SEE DETAIL) ## SILT FENCE-TYP ## (SEE DETAIL) ## SILT FENCE-TYP ## (SEE DETAIL) ## SILT FENCE-TYP ## (SEE DETAIL) ## SILT FENCE-TYP ## (SEE DETAIL) ## SILT FENCE-TYP ## (SEE DETAIL) ## INLET PROTECTION-TYP ## (SEE DETAIL) ## RIP-RAP AT ## FLARED ENDS ## INLET PROTECTION-TYP ## (SEE DETAIL) ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 SWPPP PLAN ## Plotted: ## 01 /19 / 2026 8:54 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## SWPP PLAN ## C3-2 ## SEE SHEET C3-3 FOR SWPPP NOTES AND SWPPP DETAILS. ## GENERAL NOTES ## INLET PROTECTION ## SILT FENCE ## ROCK CONSTRUCTION ENTRANCE ## SWPPP LEGEND ## N ## SCALE IN FEET 0 2040 ## PARKING STALL COUNT ## ACCESSIBLE PARKING STALL 2 ## LEGEND ## CATCH BASIN ## STORM SEWER ## SANITARY SEWER ## WATERMAIN ## STORM MANHOLE ## SANITARY MANHOLE ## HYDRANT ## GATE VALVE ## SPOT ELEVATION ## SIGN ## LIGHT POLE ## POWER POLE ## WATER MANHOLE / WELL ## CONTOUR ## CONCRETE CURB ## UNDERGROUND ELECTRIC ## CONCRETE ## TELEPHONE PEDESTAL ## UNDERGROUND TELEPHONE ## UNDERGROUND GAS ## OVERHEAD UTILITY ## CHAIN LINK FENCE ## BUILDING ## RETAINING WALL ## NO PARKING ## UNDERGROUND FIBER OPTIC ## SANITARY SEWER SERVICE ## WATER SERVICE ## ELECTRIC METER ## GAS METER ## TREE LINE ## EXISTINGPROPOSED 972 ## DRAINTILE ## FORCEMAIN 3 7 3 ## PARKING SETBACK LINE ## BUILDING SETBACK LINE 2 ## FENCE ## FLARED END SECTION ## POST INDICATOR VALVE ## BENCHMARK ## SOIL BORING 3 ## DIRECTION OF FLOW 1.0% 972.5 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## WARNING: ## THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL ## EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ## MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ## THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ## LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ## CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ## DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ## DURING CONSTRUCTION AT NO COST TO THE OWNER. ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C3-3 SWPPP DETAILS ## Plotted: ## 01 /19 / 2026 8:54 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## SWPPP ## DETAILS ## C3-3 ## 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A PROPOSED CREDIT UNION, SURFACE ## PAVEMENTS, UTILITIES, AND UNDERGROUND STORMWATER MANAGEMENT SYSTEMS. ## 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: ## A.INSTALL VEHICLE TRACKING BMP ## B.INSTALL INLET PROTECTION ## C.INSTALL SILT FENCE AROUND SITE ## D.CLEAR AND GRUB SITE ## E.STRIP AND STOCKPILE TOPSOIL ## F.REMOVE PAVEMENTS AND UTILITIES ## G.ROUGH GRADE SITE ## H.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE ## I.INSTALL UTILITIES ## J.INSTALL BUILDING FOUNDATIONS ## K.INSTALL CURB AND GUTTER ## L.INSTALL PAVEMENTS AND WALKS ## M.FINAL GRADE SITE ## N.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS ## O.SEED AND MULCH ## P.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT ## FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. ## 3.SITE DATA: ## DISTURBED AREA: 2.532 AC ## PRE-CONSTRUCTION IMPERVIOUS AREA:0.013 AC ## POST-CONSTRUCTION IMPERVIOUS AREA:1.197 AC ## GENERAL SOIL TYPE: SEE GEOTECHNICAL EVALUATION REPORT BY BRAUN ## HYDROLOGY INFORMATION: SEE HYDROLOGY REPORT PREPARED BY LOUCKS ## 4.EROSION AND SEDIMENT CONTROLS WERE DESIGNED TO EFFECTIVELY CONTROL STORMWATER RUNOFF ## WITHIN THE PROJECT AREAS. EROSION AND SEDIMENT CONTROL HAVE BEEN PROPOSED TO MINIMIZE ## CHANNEL EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS. FACTORS THAT ## WERE CONSIDERED INCLUDE PROPOSED IMPERVIOUS AREAS, SLOPE OF IMPERVIOUS SURFACES, ## STORMWATER INFRASTRUCTURE DISCHARGE POINTS, AND ANNUAL AVERAGE PRECIPITATION DATA FOR ## THE PROJECT AREA. ## 5.BLUE EARTH COUNTY RECEIVES AN AVERAGE OF 34.5 INCHES OF PRECIPITATION PER YEAR. THE ## FOLLOWING BLUE EARTH COUNTY 24-HOUR STORM EVENTS ARE BASED ON ATLAS 14 RAINFALL DATA: ## 2-YR2.92 INCHES ## 10-YR4.38 INCHES ## 100-YR7.41 INCHES ## 6.SEE "EXHIBIT: PROPOSED DRAINAGE AREAS" FOR SITE MAP WITH DRAINAGE AREA BOUNDARIES. ## 7.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT ## FENCE, ETC. BEFORE CONSTRUCTION BEGINS. ## 8.CONTRACTOR SHALL INSTALL RAIN GAUGE ON SITE. ## 9.GROUNDWATER & DEWATERING ## A.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN FOR INFORMATION INCLUDING BUT ## NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION ## DEWATERING. ## B.FOLLOW LOCAL, STATE, AND FEDERAL REGULATIONS FOR GROUNDWATER PUMPING AND ## OBTAIN ALL NECESSARY PERMITS. A WATER USE PERMIT FROM THE DNR IS REQUIRED WHEN ## WITHDRAWING MORE THAN 10,000 GALLONS OF WATER PER DAY OR 1 MILLION GALLONS PER ## YEAR. ## C.DISPERSE DISCHARGE USING APPROPRIATE ENERGY DISSIPATION MEASURES. ## D.BMPS SHALL BE USED TO PREVENT TURBID OR SEDIMENT LADEN WATERS FROM LEAVING SITE. ## E.DEWATERING SHALL NOT CAUSE NUISANCE CONDITIONS INCLUDING BUT NOT LIMITED TO ## EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF ## WETLANDS THAT CAUSES SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. ## 10.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN FOR INFORMATION AND ## RECOMMENDATIONS RELATED TO SOIL CONTAMINATION. ## 11.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY ## SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR ## OTHER EQUIVALENT CONTROL MEASURE. ## 12.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE ## LENGTHS CAN NOT BE GREATER THAN 75 FEET. ## 13.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ## ARE STABILIZED. ## 14.SOIL COMPACTION SHALL BE MINIMIZED DURING CONSTRUCTION. ## 15.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN ## SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT ## SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE ## STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. ## 16.SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND ## UPGRADIENT OF ANY BUFFER ZONES. ## 17.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF ## NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. ## 18.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL ## REQUIREMENTS. ## 19.NO VEHICLE WASHING ALLOWED ON SITE. ## 20.NO ENGINE DEGREASING IS ALLOWED ON SITE. ## 21.THE OWNER IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE ## OPERATOR IS RESPONSIBLE FOR COMPLIANCE WITH SECTIONS 3, 4, 6-22, 24 AND APPLICABLE ## REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23. ## 22.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE ## OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ## THE FOLLOWING CONDITIONS HAVE BEEN MET: ## A.PERMIT TERMINATION CONDITIONS, PER NPDES PERMIT SECTION 13.1 HAVE BEEN ACHIEVED ON ## ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. ## A.A.PERMANENT UNIFORM PERENNIAL VEGETATIVE COVER MUST BE ESTABLISHED AT 70% ## DENSITY OF ITS EXPECTED FINAL GROWTH. ## A.B.THE PERMANENT STORMWATER TREATMENT SYSTEM IS CONSTRUCTED, MEETS ALL ## REQUIREMENTS, AND IS OPERATING AS DESIGNED. ## A.C.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE ## REMOVED. ## A.D.CLEAN OUT SEDIMENT FROM CONVEYANCE SYSTEMS AND PERMANENT STORMWATER ## TREATMENT SYSTEMS (RETURN TO DESIGN CAPACITY). ## 23. INSPECTIONS ## A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS ## REQUIRED. ## B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 ## HOUR RAIN EVENT. ## C.STABILIZED AREAS: ONCE EVERY 30 DAYS ## D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING ## CONSTRUCTION. ## E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE ## NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) ## CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ## ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR ## PERIOD. ## F.OBSERVE ANY DISCHARGE OCCURRING ONSITE AND DOCUMENT CORRECTIVE ACTIONS TAKEN. ## DISCHARGE SHOULD BE DESCRIBED AND PHOTOGRAPHED. ## 24. MINIMUM MAINTENANCE ## A.ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH ## FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS ## FIELD CONDITIONS ALLOW. ## B.REPAIR, REPLACE, OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME ## NONFUNCTIONAL OR THE SEDIMENT REACHES 1 2 ## THE HEIGHT OF THE DEVICE. ## C.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. ## D.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN CALENDAR DAYS OF DISCOVERY. ## E.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITHIN (1)ONE CALENDAR ## DAY. ## F.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER ## THAN 1 2 ## " IN 24 HOURS. ## 25.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE ## KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL ## CONTROL OF THE SITE. ## 26.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL ## INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND ## REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. ## THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. ## 27.SWPPP MUST BE AMENDED WHEN: ## A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL ## CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE ## B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING ## WATER QUALITY STANDARDS. ## C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT ## CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. ## 28.CONCRETE WASHOUT AREA ## A.THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE OILS, CURING ## COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND ## DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING ## APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS, ## CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE CLEANOUT, ETC. ## B.ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. ## 29.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE ## CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. ## 30.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 ## HOURS AFTER CONNECTION TO A SURFACE WATER. ## 31.FINAL STABILIZATION ## FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND ## THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF ## THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL ## TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED ## FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO ## DESIGN CAPACITY. ## 32.RESPONSIBILITIES ## A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND ## THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: ## CONTACT:XXX ## COMPANY:XXX ## PHONE: XXX ## B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM ## OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: ## CONTACT:XXX ## COMPANY: XXX ## PHONE: XXX ## 33.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT ## DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. ## 34.EROSION CONTROL DEVICES CANNOT BE REMOVED UNTIL THE WATERSHED DISTRICT HAS DETERMINED ## THE SITE HAS BEEN PERMANENTLY RESTABILIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. ## PROJECT SITE ## PROJECT SITE * ## SWPPP NOTESCONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP ## SITE VICINITY MAP * ## 1-MILE RADIUS ## SILT FENCE ## FLOW 6" 6" ## NOTES: ## 1.PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH ## AND BACKFILL IMMEDIATELY. ## 2.POSTS SHALL BE: ## ·6 FT MAX. SPACING. ## ·2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE ## FENCE POSTS. ## ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE ## GROUND. ## 3.ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1 ## INCH LONG STAPLES. ## 4.ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP ## TIES IN TOP 8 INCHES OF FABRIC. ## GEOTEXTILE FABRIC ## PER MNDOT 3886 ## GEOTEXTILE ## FABRIC PER ## MNDOT 3886 ## DRAWN 2/2016 ## LOUCKS PLATE NO. 3000 ## INLET PROTECTION - ## EXISTING STORM STRUCTURES ## HIGH-FLOW ## FABRIC ## CURB ## DEFLECTOR PLATE ## OVERFLOW 1-CENTER ## OF FILTER ASSEMBLY ## OVERFLOW 2 - TOP ## OF CURB BOX ## POLYESTER ## SLEEVE ## MANHOLE ## COVER ASSEMBLY ## FILTER ## ASSEMBLY 27" ## 27" SEDIMENT CONTROL BARRIER ## 2'X3' SEDIMENT CONTROL BARRIER ## ROAD DRAIN HIGH-FLOW ## INLET PROTECTION CURB ## AND GUTTER MODEL ## WIMCO ROAD DRAIN, OR APPROVED EQUAL ## DRAWN 2/2016 ## LOUCKS PLATE NO. 3011 ## NO PARKING ## PROPOSED BUILDING ## FFE-1007.00 ## FEE-1007.00 ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING 19 16 13 16 16 8 8 8 8 4 4 4 4 4 4 4 4 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 ## 6" FIRE SERVICE. ## COORDINATE EXACT ## LOCATION AND INVERT ## WITH MECHANICAL. ## 2" DOMESTIC SERVICE. ## COORDINATE EXACT ## LOCATION AND INVERT ## WITH MECHANICAL. ## WET TAP 2" HPDE DOMESTIC SERVICE ## AND GATE VALVE PER CITY ## STANDARDS. ## VERIFY EXACT LOCATION AND ## INVERT OF EXISTING WATER MAIN. ## 6" DIP FIRE SERVICE ## 2" HDPE DOMESTIC ## SERVICE ## SAN MH 1 ## RIM=1006.38 ## BUILD OVER EXISTING 6" ## SERVICE PLUG ## INV=991.70± W (FIELD VERIFY ## EXACT LOCATION AND INVERT) ## INV=992.70 E ## SAN SERVICE ## INV=998.50 ## COORDINATE EXACT ## LOCATION AND ## INVERT WITH ## MECHANICAL. ## 174 LF - 6" PVC @ 3.33% ## CONNECT TO ## 6" PLUG. ## VERIFY EXACT ## LOCATION ## AND INVERT ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 SANITARY AND WATERMAIN PLAN ## Plotted: ## 01 /19 / 2026 8:55 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## SANITARY ## SEWER AND ## WATERMAIN ## PLAN ## C4-1 ## SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE ## SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES ## SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE ## PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK ## IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER ## APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF ## THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S ## REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.HYDRANT USE: CONTRACTOR IS RESPONSIBLE TO NOTIFY PUBLIC UTILITIES DEPARTMENT WHEN THEY NEED TO USE A HYDRANT; ONLY PRE-AUTHORIZED HYDRANTS WILL BE USED. HYDRANTS TO BE OPERATED ONLY WITH PROPER EQUIPMENT SUCH AS A HYDRANT NUT WRENCH, NOT A PIPE WRENCH, HYDRANT METER IS AVAILABLE FROM PUBLIC UTILITIES DEPARTMENT. ANY TRUCK, ETC. FILLED FROM A HYDRANT MUST BE METERED, MUST HAVE PHYSICAL BREAK OR BACK-FLOW PREVENTER APPROVED ## BY PUBLIC UTILITIES DEPARTMENT. ALSO APPLIES TO SUBCONTRACTORS. 10.OPERATING VALVES FOR TURNING WATER MAIN ON/OFF: PUBLIC UTILITIES DEPARTMENT WILL OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL GIVE AT LEAST 24 HOURS NOTICE TO HAVE WATER SHUT OFF AND SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH TO ## DOOR, ETC., NOT IN MAILBOXES. 11.TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. ## 12.REFER TO GEOTECHNICAL EVALUATION REPORT, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND ## CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: ## A.REUSE OF ON-SITE SOILS ## B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. ## C.SITE GRADING AND SUBGRADE PREPARATION. ## D.PAVEMENTS AND EXTERIOR SLABS. ## E.TRENCH EXCAVATION AND BACKFILL. ## F.EXTERIOR UTILITY SUPPORTS. ## G.FROST PROTECTION. 13.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES (RECOMMENDED PRIOR TO BACKFILLING) ## PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 14.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 15.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING ## AGENCIES. 16.UTILITY LOCATING WIRES SHALL BE INSTALLED ON ALL NON-CONDUCTIVE SANITARY, STORM AND WATER LINES IN ## ACCORDANCE WITH THE MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE SPECIFICATIONS AND DETAILS. ## N ## SCALE IN FEET 0 2040 ## PARKING STALL COUNT ## ACCESSIBLE PARKING STALL 2 ## LEGEND ## CATCH BASIN ## STORM SEWER ## SANITARY SEWER ## WATERMAIN ## STORM MANHOLE ## SANITARY MANHOLE ## HYDRANT ## GATE VALVE ## SPOT ELEVATION ## SIGN ## LIGHT POLE ## POWER POLE ## WATER MANHOLE / WELL ## CONTOUR ## CONCRETE CURB ## UNDERGROUND ELECTRIC ## CONCRETE ## TELEPHONE PEDESTAL ## UNDERGROUND TELEPHONE ## UNDERGROUND GAS ## OVERHEAD UTILITY ## CHAIN LINK FENCE ## BUILDING ## RETAINING WALL ## NO PARKING ## UNDERGROUND FIBER OPTIC ## SANITARY SEWER SERVICE ## WATER SERVICE ## ELECTRIC METER ## GAS METER ## TREE LINE ## EXISTINGPROPOSED 972 ## DRAINTILE ## FORCEMAIN 3 7 3 ## PARKING SETBACK LINE ## BUILDING SETBACK LINE 2 ## FENCE ## FLARED END SECTION ## POST INDICATOR VALVE ## BENCHMARK ## SOIL BORING 3 ## DIRECTION OF FLOW 1.0% 972.5 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## WARNING: ## THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL ## EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ## MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ## THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ## LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ## CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ## DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ## DURING CONSTRUCTION AT NO COST TO THE OWNER. ## NO PARKING ## PROPOSED BUILDING ## FFE-1007.00 ## FEE-1007.00 ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING 8 8 8 8 4 4 4 4 4 4 4 4 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 ## CB 1 ## RIM=1004.09 ## INV=1000.26 ## 89 LF - 12" STORM @ 0.45% ## STMH 2 ## RIM=1005.67 ## INV=999.86 (12") N ## INV=999.86 (12") SW ## STMH 3 ## RIM=1006.00 ## INV=999.45 (12") N ## INV=999.45 (12") SW ## CBMH 4 ## RIM=1003.05 ## INV=998.60 (15") N ## INV=998.80 (12") S ## 4' SUMP=994.60 ## W/15" STORM PIPE SNOUT ## 90 LF - 12" STORM @ 0.45% ## 145 LF - 12" STORM @ 0.45% ## 29 LF - 15" STORM @ 0.35% ## CB 5 ## RIM=1004.13 ## INV=1000.25 ## 149 LF - 12" STORM @ 0.45% ## 151 LF - 15" STORM @ 0.50% ## 24 LF - 15" STORM @ 0.50% ## STMH 6 ## RIM=1005.61 ## INV=999.38 (15") N ## INV=999.58 (12") S ## CBMH 7 ## RIM=1004.05 ## INV=998.62 (15") N ## INV=998.62 (15") S ## 4' SUMP=994.62 ## W/15" STORM PIPE SNOUT ## CLEANOUT ## RIM=1000.00 ## INV=995.86 ## CLEANOUT ## RIM=1000.00 ## INV=995.56 ## 6" PERFORATED ## DRAINTILE @ 0.10% ## 6" PERFORATED ## DRAINTILE @ 0.10% ## CBMH 8 ## RIM=998.50 ## INV=995.00 (15") W ## INV=995.50 (6") E ## INV=995.50 (6") E ## CORE DRILL 15" ## STORM INTO ## MANHOLE AT ## INV=994.75. FIELD ## VERIFY EXACT ## LOCATION AND ## INVERT ## 42 LF - 15" STORM @ 0.60% ## BIORETENTION BASIN ## HWL=999.61 ## BOTTOM=997.50 ## FILTER MEDIA ## BOTTOM=995.50 ## 6" DRAINTILE=995.50 ## WATER QUALITY VOLUME ## REQUIRED=4,781 CF ## VOLUME PROVIDED FROM ## 997.50 TO 998.50 = 4,819 CF ## FES W/RIPRAP ## INV=998.50 ## FES W/RIPRAP ## INV=998.50 ## CLEANOUT ## RIM=1000.00 ## INV=995.86 ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C4-2 STORM SEWER PLAN ## Plotted: ## 01 /19 / 2026 8:56 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## STORM SEWER ## PLAN ## C4-2 ## STORM SEWER NOTES ## 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE ## SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE ## STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA ## (CEAM), CURRENT EDITION. ## 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL ## COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND ## THE GEOTECHNICAL REPORT. ## 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE ## STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING ## INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 ## HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC ## UTILITIES. ## 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS ## OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL ## CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE ## RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER ## APPLICABLE GOVERNING AGENCIES. ## 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES ## OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM ## WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF ## CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE ## CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. ## 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). ## 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND ## SYSTEM(S) FOR ENGINEER'S REVIEW. ## 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND ## PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. ## 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 ## FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA ## RULES, PART 4714. ## 10.REFER TO GEOTECHNICAL EVALUATION REPORT, FOR AN EXISTING SUBSURFACE SITE CONDITION ## ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: ## A.REUSE OF ON-SITE SOILS ## B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. ## C.SITE GRADING AND SUBGRADE PREPARATION. ## D.PAVEMENTS AND EXTERIOR SLABS. ## E.TRENCH EXCAVATION AND BACKFILL. ## F.EXTERIOR UTILITY SUPPORTS. ## G.FROST PROTECTION. ## 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER ## MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO ## BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. ## 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE ## APPLICABLE GOVERNING AGENCIES. ## 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE ## APPLICABLE GOVERNING AGENCIES. ## 14.UTILITY LOCATING WIRES SHALL BE INSTALLED ON ALL NON-CONDUCTIVE SANITARY, STORM AND ## WATER LINES IN ACCORDANCE WITH THE MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE ## SPECIFICATIONS AND DETAILS. ## N ## SCALE IN FEET 0 2040 ## PARKING STALL COUNT ## ACCESSIBLE PARKING STALL 2 ## LEGEND ## CATCH BASIN ## STORM SEWER ## SANITARY SEWER ## WATERMAIN ## STORM MANHOLE ## SANITARY MANHOLE ## HYDRANT ## GATE VALVE ## SPOT ELEVATION ## SIGN ## LIGHT POLE ## POWER POLE ## WATER MANHOLE / WELL ## CONTOUR ## CONCRETE CURB ## UNDERGROUND ELECTRIC ## CONCRETE ## TELEPHONE PEDESTAL ## UNDERGROUND TELEPHONE ## UNDERGROUND GAS ## OVERHEAD UTILITY ## CHAIN LINK FENCE ## BUILDING ## RETAINING WALL ## NO PARKING ## UNDERGROUND FIBER OPTIC ## SANITARY SEWER SERVICE ## WATER SERVICE ## ELECTRIC METER ## GAS METER ## TREE LINE ## EXISTINGPROPOSED 972 ## DRAINTILE ## FORCEMAIN 3 7 3 ## PARKING SETBACK LINE ## BUILDING SETBACK LINE 2 ## FENCE ## FLARED END SECTION ## POST INDICATOR VALVE ## BENCHMARK ## SOIL BORING 3 ## DIRECTION OF FLOW 1.0% 972.5 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## WARNING: ## THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL ## EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ## MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ## THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ## LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ## CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ## DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ## DURING CONSTRUCTION AT NO COST TO THE OWNER. ## STORM SEWER SCHEDULE ## STRUCTURE NO.CASTINGMANHOLE SIZE ## CB 1 ## STMH 3 ## CBMH 4 ## CB 5 ## 48" PRECAST ## R-3067 ## 48" PRECAST ## R-2560-EA ## R-1642 ## R-3067 ## CBMH 6 ## 48" PRECAST ## 48" PRECAST ## 48" PRECAST ## 48" PRECAST ## 48" PRECAST ## 48" PRECAST ## STMH 3 ## CBMH 7 ## CBMN 8 ## R-3067 ## R-3067 ## R-3067 ## R-1642 ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 CIVIL DETAILS ## Plotted: ## 01 /19 / 2026 8:56 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## CIVIL DETAILS ## C8-1 ## LOOP TRACER WIRE ## AROUND WYE ## CONTINUOUS #10 SOLID ## COPPER, INSULATED TRACER ## WIRE FROM WYE DIRECTLY ## ABOVE THE SVC PIPE, TO TOP ## OF FENCE POST ## TRACER WIRE FOR ## NON-CONDUCTIVE ## SEWER PIPE ## 4" D.I.P. OR P.V.C. ## BENDS, 1/8 OR 1/16 ## PLUG ## WYE ## PROPERTYLINE ## FLOW ## NOTES: ## 1.SPLICING TRACER WIRE SHALL BE BY MECHANICAL ## SPLIT BOLT TYPE OR A CRIMP TYPE COMPRESSION ## FITTING, FULLY ENCASED IN APPROVED ## ELECTRICAL INSULATION PUTTY. ## 2.WIRE SHALL BE SECURED TO PIPE WITH 2" WIDE ## PVC TAPE. SECURE WIRE AT ALL BENDS, WYES & ## LONGITUDINALLY EVERY 10 FEET. ## DRAWN 2/2016 ## LOUCKS PLATE NO. 4007 ## LOUCKS ## NOTE: ## GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL ## CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ## ·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL ## HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY ## BE USED FOR FOUNDATION MATERIALS. ## ·BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF ## MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE ## INCH (1") SIEVE. ## ·BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS ## OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN ## MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE ## OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT ## THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. ## PLASTIC PIPE ## BEDDING ## PLASTIC ## PIPE 18"18" ## PIPE ## WIDTH ## ENCASEMENT ## BEDDING ## FOUNDATION ## (MAY NOT BE ## REQUIRED) 12" 6" ## BACKFILL ## COMPACTED ## AS SPECIFIED ## EXCAVATED TRENCH ## WIDTH ## DRAWN 2/2016 ## LOUCKS PLATE NO. 4008 ## LOUCKS ## ADJUST CASTING TO 1 4 " - 1 2 ## " BELOW FINISHED ## GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT ## OFF ROAD MARKER ## M ## H ## INSTALL WHEN M.H. IS ## PLACED OUTSIDE OF ## THE ROADWAY. ## STANDARD STORM ## SEWER MANHOLE WITH ## CONE SECTION ## FLOW ## AS REQUIRED 1'-4" 2" 0"-8" 2" 27" 48" 4' ## CONCRETE ADJUSTING RINGS, ## MIN. 4" - MAX. 10" ## RUBBER GASKETS BETWEEN EACH ## JOINT IN MANHOLE SECTIONS. ## 1.WHERE WATER MAY STAND, TOP ## OF MH SHALL BE 2 FEET ABOVE ## GROUND, AND/OR 2 FEET ABOVE ## THE 100 YEAR STORM WATER ## LEVEL. ## 2.ON MANHOLES 8' DEEP AND ## GREATER A ONE FOOT FOUR INCH ## (1'-4") PRECAST SECTION SHALL BE ## PLACED IMMEDIATELY BELOW ## CONE SECTION. ## 3.WHEN MANHOLE DEPTH IS LESS ## THAN 8', A TOP SLAB SHALL BE ## USED IN PLACE OF THE CONE. ## TOP SLAB SHALL BE SUITABLE FOR ## AASHTO HS20 HIGHWAY ## LOADINGS. THE SLAB SHALL BE ## SET ON A MORTAR BED. ## 4.ALL JOINTS BETWEEN SECTIONS ## SHALL HAVE RUBBER O-RING ## GASKETS. ## 5.MINIMUM BASE SLAB THICKNESS, ## 6" TO 14' DEPTH. INCREASE ## THICKNESS 1" FOR EACH 4' OF ## DEPTH GREATER THAN 14'. ## 6.ALL PIPE CONNECTIONS TO ## MANHOLE SHALL BE WATERTIGHT. ## NOTES: ## STEPS 16" O.C. ON ## DOWNSTREAM SIDE. ## EXTRUDED ALUMINUM ## OR STEEL REINFORCED ## COPOLYMER PLASTIC. ## DRAWN 2/2016 ## LOUCKS PLATE NO. 4300 ## LOUCKS ## KOR-N-SEAL OR APPROVED ## FLEXIBLE CONNECTION ## PREFORMED OR CORE DRILLED HOLES ## REQUIRED FOR SUBDRAIN CONNECTIONS. ## GROUT INSIDE AND OUT AROUND SUBDRAIN. ## TRIM DRAIN TILE BACK TO WALL. ## DOGHOUSES SHALL BE GROUTED ## ON BOTH THE OUTSIDE AND ## INSIDE. ## CONCRETE ADJUSTING RINGS, ## MIN. 4" - MAX. 10" ## 2'x3' CATCH BASIN ## (MAX. DEPTH 4.0') ## DIRECTION OF MAJOR ## FLOW (TYPE DL GRATE) ## NOTES: ## 1.EXPANSION MATERIAL TO BE ## PLACED IN FIRST CURB JOINT, ## BOTH SIDES OF CATCH BASIN. ## 2.RECESS CATCH BASINS 2" ## BELOW GUTTER GRADE LINE. ## 3.FOR SURMOUNTABLE CURB, ## PROVIDE FACE OF CURB ## TRANSITION EXTENDING 10' ON ## EACH SIDE OF CATCH BASIN TO ## MATCH CASTING. ## 5" PRECAST REINFORCED CONCRETE ## IF STRUCTURE BASE IS LESS THAN ## 48" BELOW FINISHED GRADE, PLACE ## GRANULAR MATERIAL UNDER ## STRUCTURE, FOR A MINIMUM OF 48" ## BELOW FINISHED GRADE. ## NOTE: ## USE 4 FOOT DIAMETER CATCH ## BASIN MANHOLE WHEN DEPTH ## EXCEEDS 4.0 FEET. 3" 36" 6" 24" 36" 4" 31" 43" 6" 17-1/2" 35-1/2" ## DRAWN 12/2016 ## LOUCKS PLATE NO. 4302 ## LOUCKS 1'-4" ## VARIABLE 6" 3" 6" 4.0' ## OUTLET ## FLOW ## 3'MIN. 2" 0"-8" 2" ## CONCRETE ## ADJUSTING RINGS, ## MIN. 4" - MAX. 10" ## SUMP CATCH BASIN / ## MANHOLE ## MINIMUM SLAB THICKNESS IS 6" FOR 14' ## DEPTH. INCREASE THICKNESS 1" FOR 4' ## OF DEPTH GREATER THAN 14'. ## PRECAST CONCRETE MANHOLE ## SECTIONS WITH "O"-RING RUBBER ## GASKETS. ## SLAB TOP TO BE SET IN ## A MORTAR BED. ## 6" PRECAST ## REINFORCED ## CONCRETE SLAB. ## STEPS 16" O.C. ON DOWNSTREAM ## SIDE. ## EXTRUDED ALUMINUM OR STEEL ## REINFORCED COPOLYMER PLASTIC. 6" ## DRAWN 2/2016 ## LOUCKS PLATE NO. 4304 ## LOUCKS ## 3' TRANSITION ## 3' TAPER 1" ## EXPANSION JOINT ## 2 NO. 4, 3' LONG, EPOXY COATED ## REBARS SHALL BE INSTALLED ON ## EACH SIDE OF THE CASTING. REBARS ## AND EPOXY COATING PER MN/DOT ## SPEC. 3301. ## TYPICAL NEENAH R-3067 ## CASTING. 6"± ## CATCH BASIN CASTING ## INSTALLATION ## B612 TO CASTING ## DESIGN GUTTER ## LINE GRADE ## EXPANSION ## JOINT ## EXPANSION ## JOINT ## 3' MIN. TRANSITION ## B612 CURB & GUTTER ## TOP CURB ## NOTE: B612 CURB AND GUTTER TO BE ## FORMED INTO A B618 TYPE CURB AT ## CATCH BASIN CASTING. ## B612 CONCRETE CURB AND ## GUTTER ## 3' MIN. TRANSITION ## B612 CURB & GUTTER ## 2 NO. 4, 3' LONG, EPOXY COATED ## REBARS SHALL BE INSTALLED ON ## EACH SIDE OF THE CASTING. REBARS ## AND EPOXY COATING PER MN/DOT ## SPEC. 3301. ## DRAWN 12/2016 ## LOUCKS PLATE NO. 4312 ## LOUCKS ## GATE VALVES ## FINISHED GRADE ## 7.5' MINIMUM COVER ## VARIABLE ## VAR. ## MIDDLE SECTION ## EXTENSIONS ## TOP SECTION ## VARIABLE 14-3/4 17-1/4 12-9/16 7 8-1/4 9-7/16 7-3/4 7 8-1/8 2-3/8 7 8-1/8 6 1-1/2 5-3/4 5-1/4 6-5/8 7-1/8 7-5/8 8-7/8 2" 6-1/4 ## WATER 7-3/8 2" 4" 5-3/4 7-1/8 ## NOTE: ALL BOLTS, T-BOLTS, NUTS AND RODDING ## INSTALLED BELOW GRADE SHALL BE ASTM F593 ## TYPE 316 STAINLESS STEEL. ## AMERICAN FLOW CONTROL 2500 SERIES ## RESILIENT WEDGE TYPE OR APPROVED ## EQUAL. VALVE BODY BOLTS SHALL BE ## ASTM F593 TYPE 316 STAINLESS STEEL. ## INSTALL ADAPTOR INC.'S VALVE ## BOX ADAPTOR #6 BASE OR ## APPROVED EQUAL ## ADJUST V.B. TOP TO 1 4 ## " TO 1 2 ## " BELOW ## STREET GRADE OR 1 2 ## " TO 1" BELOW ## FINISHED BLVD. GRADE AND SHALL BE ## SET SO AS TO PROVIDE 12" OF ## UPWARD ADJUSTMENT. ## GATE VALVE BOXES: ## TYLER PIPE - SERIES 6860 SCREW TYPE ## WITH A #6 BASE AND DROP LIDS ## WITH "WATER" LABELED ON COVER ## OR APPROVED EQUAL ## OFF ROAD MARKER ## G ## V ## GATE VALVE AND ## BOX INSTALLATION ## NO. 6 ROUND BASE ## CONCRETE ## BLOCK ## GATE VALVE BOXES ARE ## 3 PIECE, 5-1/4" SHAFT ## 14" MIN. FROM TOP OF BOTTOM ## SECTION TO TOP OF VALVE BOX ## DRAWN 2/2016 ## LOUCKS PLATE NO. 4601 ## LOUCKS ## CONCRETE PIPE ## BEDDING ## RCP ## PIPE 18"18" ## PIPE ## WIDTH ## COMPACTED SAND OR 3 4 " ## TO 1- 1 2 ## " CLEAR ROCK (AS ## DIRECTED) ## COMPACTED ## SUBGRADE 6" ## COMPACTED ## BACKFILL ## EXCAVATED TRENCH ## WIDTH ## RCP ## PIPE 18"18" ## PIPE ## WIDTH ## SHAPE BOTTOM OF ## EXISTING TRENCH MATERIAL ## TO FIT PIPE BARREL. ## COMPACTED ## BACKFILL ## EXCAVATED TRENCH ## WIDTH ## CLASS C BEDDING ## CLASS B BEDDING ## DRAWN 2/2016 ## LOUCKS PLATE NO. 4310 ## LOUCKS ## NOTES: ## 1.SCHEDULE 40 PVC TO BE USED FOR ALL STORM SEWER PIPE RUNS FROM ROOF DRAINS. ## 2.A WATER-TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 ## PVC PIPE TO ANY OTHER PIPE TYPE. ## 3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE ## INSTALLED ON THE BUILDING. SITE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO, ## AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ## CONNECTION AT TEH POINT OF THE RODENT SCREEN. ## LOUCKS PLATE NO. ## DOWNSPOUT ## CONNECTION ## LOUCKS ## FLOW ## SECTION A-A ## SECTION B-B ## NOTE: ALL ## CONNECTIONS ## THROUGH MH SHALL ## HAVE A RUBBER BOOT. ## ANY FIELD ADDED ## OPENING FOR PIPE ## SHALL BE CORE ## DRILLED AND AN ## ELASTOMERIC RUBBER ## BOOT INSTALLED. ## BENCH ## SLOPE ## INSIDE DROP SANITARY ## SEWER MANHOLE ## SLOPE 2"/FOOT ## A ## B ## B ## A ## AS NEEDED ## FLOW ## INTRAFLOW INSIDE DROP ## SYSTEM OR APPROVED EQUAL ## MULTIPLE FASTENING LUGS ## DRAWN 2/2016 ## LOUCKS PLATE NO. 4003 ## LOUCKS ## GRASS PRE-TREATMENT STRIP ## UNDISTURBED, ## INSITU SOIL ## SUGGESTED MIN. PLANTING MEDIUM DEPTH 24" ## WITH A WELL BLENDED MIXTURE (BY VOLUME): ## 65% HOMOGENOUS CONSTRUCTION SAND ## 25% NATIVE TOPSOIL ## 10% COMPOST (MNDOT GR. 2) ## (NO CLAY CONTENT) ## PLANT MATERIAL TOLERANT OF INUNDATION ## AND DROUGHT. NATIVE PLANTS RECOMMENDED. ## 3H:1L MAX. 24" ## D ## DEPTH REQUIRED TO DRAIN ## PRACTICE IN 48 HOURS OR LESS, ## NOT TO EXCEED 24". ## PAVEMENT ## BIOFILTRATION BASIN WITH ## UNDERDRAIN ## SUGGESTED CONSTRUCTION SEQUENCING (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS) ## 1.INSTALL APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ## ENTERING THE PRACTICE DURING CONSTRUCTION. ## 2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND ## DISTURBING ACTIVITY BEGINS. 3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT. 4.INSTALL ALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, NATURAL GAS, PHONE, FIBER OPTIC, ETC) PRIOR TO ## SETTING FINAL GRADE OF BIORETENTION DEVICE. ## 5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS DURING ## CONSTRUCTION, LEAVE A MINIMUM OF 1 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS ## FROM CLOGGING. ## 6.COMPLETE, STABILIZE, AND VEGETATE ALL OTHER SITE IMPROVEMENTS. ## 7.CONSTRUCT AND VEGETATE BIORETENTION DEVICE FOLLOWING STABILIZATION OF CONTRIBUTING DRAINAGE AREA. ENSURE THAT CRITICAL ELEVATIONS, SUCH AS UNDERDRAIN INVERT, TOP OF MEDIA, TOP OF MULCH, AND INVERT OF ## OVERFLOW STRUCTURE (IF PRESENT) ARE CORRECT. ## 8.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY ## VEGETATED. ## GENERAL NOTES: ## 1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, ## THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. ## 2.PERFORATIONS IN SDR 35 PVC TO BE 3 8 ## INCHES. SOLID NON-PERFORATED PVC PIPING AND WATERTIGHT JOINTS ## WHEREVER THE UNDERDRAIN SYSTEM PASSES BELOW BERMS, DOWN STEEP SLOPES, MAKING CONNECTIONS TO A ## STRUCTURE OR DAYLIGHTING AT GRADE. ## 6" PERFORATED SDR 35 ## DRAINTILE ## UTILTIY TRACE WIRE ## 3" MIN. WASHED #57 STONE ## 2" MIN. PEA GRAVEL CHOKER STONE ## 30 MIL POND LINER or ## 2' CLAY LINER PER ## DETAIL ON C8-4 ## LOUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 CIVIL DETAILS ## Plotted: ## 01 /19 / 2026 8:56 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## CIVIL DETAILS ## C8-2 ## STANDARD GUTTER 8" 12" 6" 13.5" 1 2 ## " RAD. ## MIN. OF 4" ## AGG. BASE ## UNDER CURB (IF TOTAL ## THICKNESS OF ## SECTION ALLOWS) ## 3/8 " LIP ## 3" RAD. 1 3 ## 3" RAD. ## AGG. BASE ## VARIES ## SLOPE GUTTER TO ## MATCH PARKING LOT ## DRAINAGE ## (3/4" PER FT. TYP.) TIP ## GUTTER OUT AS REQ'D ## B6-12 STYLE ## CONCRETE CURB ## AND GUTTER ## MINIMUM 1' ## BEHIND BACK ## OF CURB 7" ## SPECIFICATION NOTES: 1. ## UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A ## MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. ## EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. ## CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. ## DRAWN 2/2016 ## LOUCKS PLATE NO. 2009 ## L ## OUCKS ## FLAT CURB AND ## GUTTER (12") ## DRAWN 2/2016 ## LOUCKS PLATE NO. 2012 ## LOUCKS ## SLOPE GUTTER TO MATCH ## PARKING LOT DRAINAGE ## TIP GUTTER OUT AS REQ'D ## PAVEMENT SECTION VARIES ## MIN. OF 4" ## 3/8 " LIP ## AGG. BASE UNDER ## CURB (IF TOTAL ## THICKNESS OF ## SECTION ALLOWS) 7" 12" 8" ## AGG. BASE ## VARIES ## 1/2" RAD. 20" ## SPECIFICATION NOTES: 1. ## UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A ## MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. ## EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. ## CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. ## CONCRETE SIDEWALK- ## WIDTH & SECTION VARY ## REFER TO SITE PLAN ## 1.5" BIT. WEAR COURSE, ## MN/DOT 2360 SPWEA240C ## TACK COAT, MN/DOT 2357 ## 2" BIT. NON-WEAR COURSE, ## MN/DOT 2360 SPNWB230C ## 6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 ## APPROVED SUBGRADE ## FINISHED GRADE ## STANDARD BITUMINOUS ## PAVEMENT SECTION ## PAVEMENT SECTION BASED ON ## GEOTECHNICAL REPORT BY BRAUN ## INTERTEC, DATED XX/XX/XX ## DRAWN 12/2016 ## LOUCKS PLATE NO. 2031 ## L ## OUCKS ## HEAVY DUTY BITUMINOUS ## PAVEMENT SECTION ## DRAWN 01/2022 ## LOUCKS PLATE NO. 2032 ## LOUCKS ## 2" BIT. WEAR COURSE, ## MN/DOT 2360 SPWEA240C ## TACK COAT, MN/DOT 2357 ## 2" BIT. NON-WEAR COURSE, ## MN/DOT 2360 SPNWB230C ## 7" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 ## APPROVED SUBGRADE ## FINISHED GRADE ## PAVEMENT SECTION BASED ON ## GEOTECHNICAL REPORT BY BRAUN ## INTERTEC, DATED XX/XX/XX ## 8" COMPACTED AGGREGATE BASE CL. 5 OR 2 ## MN/DOT 3138 ## APPROVED SUBGRADE ## FINISHED GRADE ## 6" CONCRETE MN/DOT 2301 ## CONCRETE PAVEMENT ## SECTION ## NOTES: 1. ## CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE ## FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL ## BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2. ## SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH ## 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3. ## SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR ## REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED ## AND/OR COLD JOINTS. ## DRAWN 12/2016 ## LOUCKS PLATE NO. 2033 ## L ## OUCKS ## CONCRETE SIDEWALK ## SECTION ## 4" CONCRETE WALK ## MN/DOT 2521 ## 4" GRANULAR MATERIAL ## MN/DOT 3149 ## DRAWN 12/2016 ## LOUCKS PLATE NO. 2034 ## LOUCKS ## VAN ## ACCESSIBLE 60" - 66" 48" ## 12" DIA. 36" ## TYPICAL ADA PARKING ## SIGN / BOLLARD COMBO ## 12x18" STANDARD HANDICAP PARKING ## SIGN WITH SEPARATE 'VAN ACCESSIBLE' ## PANEL. WHITE LEGEND ON BLUE ## BACKGROUND. USE HARDWARE PER ## SIGN SUPPLIER'S RECOMMENDATIONS. ## HC SIGNAGE PER MINNESOTA ## RULES 1341.0502 12x6" STANDARD 'VAN ## ACCESSIBLE' PANEL. WHITE ## LEGEND ON BLUE BACKGROUND ## 2" DIA. 6' LONG MIN. ## GALVANIZED SCHEDULE 40 ## STEEL PIPE. EMBED IN ## CONCRETE FILLED BOLLARD ## 6" DIA. SCHEDULE 40 ## GALVENZIED STEEL PIPE 6' ## LONG MINIMUM ## HEAVY DUTY HDPE DOME TOP ## DECORATIVE SLEEVE BLUE IN COLOR. ## AVAILABLE FROM ## BOLLARDSNSLEEVES.COM OR EQUAL. ## COMPACTED OR ## UNDISTURBED SUBGRADE. ## NOTES: 1. ## BOLLARDS TO BE PLACED 12" BEHIND ## BACK OF CURB. 2. ## MAINTAIN PLUMB UNTIL CONCRETE IS ## SUFFICIENTLY CURED. 3. ## HOLD CONCRETE FOOTING BELOW ## GRADE OF FINISHED CONCRETE TO ## CREATE FINAL PAVING PATTERN AS ## SHOWN ON PLANS. ## DRAWN 12/2016 ## LOUCKS PLATE NO. 2038 ## L ## OUCKS 6" ## PARKING ## VEHICLE ID ## REQUIRED ## UP TO $200 FINE ## FOR VIOLATION 1'-0" ## ACCESSIBLE ROUTE ## L ## SEE PLAN 8'-0" 8'-0" 8'-0" 9'-0" ## C 18'-0" ## C ## TYPICAL ADA PARKING ## 4" WIDE PAINTED ## LINES, TRAFFIC ## WHITE ## 4" WIDE PAINTED LINES, ## 18" O.C., @ 45 TRAFFIC ## WHITE ## (AISLE TO CONTAIN THE ## DESIGNATION "NO ## PARKING" COMPLYING ## WITH MSBC 1341.0502) ## HANDICAP SIGN (TYP) ## (SIGN TO COMPLY WITH MINNESOTA ## RULES 1341.0502 ## DRAWN 12/2016 ## LOUCKS PLATE NO. 2036 ## LOUCKS ## TC=0 ## GL=-0.5 ## TC=0 ## GL=0 ## TC=0 ## GL=0 ## TC=0 ## GL=-0.5 1'-0" ## ACCESSIBLE ROUTE ## SEE PLAN ## HANDICAP SIGN/BOLLARD (TYP) ## (SIGN TO COMPLY WITH MINNESOTA RULES 1341.0502 ## TC=0 ## GL=0 ## TC=0 ## GL=0 ## TC=0 ## GL=0 ## TC=0 ## GL=0 ## B612 CURB ## & GUTTER ## FLAT CURB ## TC=0 ## GL=-0.5 ## TC=0 ## GL=-0.5 ## TC=0 ## GL=-0.5 ## FLAT CURB ## B612 CURB ## & GUTTER ## B612 CURB ## & GUTTER ## FULL HEIGHT CURB WITH FLAT CURB AT ACCESS AISLE ## FULL HEIGHT CURB ENTIRE WIDTH OF HC STALLS ## BOLLARD ## 1/2" CROWN ## 1" CROWN 3'-6" 3'-0" 6" ## 24" DIA. ## 4,000 PSI ## CONCRETE ## 6" DIP, CONC. ## FILLED, PAINTED ## OSHA YELLOW ## DRAWN 12/2016 ## LOUCKS PLATE NO. 2039 ## L ## OUCKS ## TRAFFIC SIGN ## 3#/FT. ## 3#/FT. ## TRAFFIC SIGN SPECIFICATIONS ## STOP SIGN SHALL BE R1-1, 30"X30" OR AS ## DIRECTED BY ENGINEER. ## MATERIAL ## ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ## ALLOY. ## GAUGE SHALL BE 0.080 ON THE LONGEST ## SIDE UP TO 30", 0.100 ON THE LONGEST SIDE ## OVER 30". ## REFLECTIVE SHEETING SHALL BE DIAMOND ## GRADE VIP. ## ALL SIGNS SHALL CONFORM TO MN/DOT ## 3352, SIGNS, DELINEATORS AND MARKERS - ## STANDARD SPECIFICATIONS FOR ## CONSTRUCTION. ## CHANNEL POST SPECIFICATIONS ## STEEL CHANNEL POSTS SHALL WEIGH 3LB. ## /FT. ## POSTS SHALL BE OF THE 4-RIB DESIGN, ## GALVANIZED AND PUNCHED ON 1" CENTERS. 3'-0" 7'-0" ## IF INSTALLED IN PAVEMENT, INSTALL ## V-LOC ANCHOR OR APPROVED EQUAL. ## DRAWN 12/2016 ## LOUCKS PLATE NO. 2041 ## LOUCKS ## LANDSCAPE ## EDGER ## AND ## RM-1 ## LANDSCAPE ## EDGER ## AND ## RM-1 ## LANDSCAPE ## EDGER ## AND ## RM-1 ## LANDSCAPE ## EDGER ## AND ## RM-1 ## LANDSCAPE ## EDGER ## AND ## RM-1 ## RM-1 ## RM-1 ## RM-1 ## RM-1 ## RM-1 ## LANDSCAPE ## EDGER ## AND ## RM-1 ## RM-1 ## SM-1 ## TS-1 ## TS-1 ## TS-1 ## NO PARKING ## PROPOSED BUILDING ## CREDIT UNION ## 5,050 SF ## CONTACT ## CENTER ## 1,780 SF ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING 18 ## TRAV MAG 1004.69 19 16 13 16 16 8 8 8 8 4 4 4 4 4 4 4 4 8 8 8 8 8 8 8 1006 1006 1006 1005 1005 1005 1006 1005 1005 1005 1004 1006 1005 1006 1005 1003 1004 1005 1003 1004 1006 1005 1005 1005 1005 1004 1006 1005 1006 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1000 998 999 1001 1002 1003 1004 1000 998 999 1001 1002 1003 1000 998 999 1001 1002 1003 1004 997.5 998.5 997.5 998.5 997.5 998.5 1001 1002 1003 1004 1006 1004 1000 1006 1006 1006 1006 1005 1005 1003 1003 1003 1003 1 ## UL-M 1 ## UL-M 1 ## GL-S 1 ## QU-M 2 ## QU-M 1 ## QU-M 1 ## GL-S 1 ## GL-S 1 ## UL-C 3 ## PI-C 3 ## PI-R 1 ## GL-S 3 ## PI-G 3 ## AC-F 3 ## PI-C 3 ## PI-R 3 ## PI-C 16 ## Sc-m 16 ## Sc-m 18 ## Pe-l 9 ## Sp-h 19 ## Sp-h 7 ## Bu-g 43 ## Sp-h 6 ## Pe-l 5 ## Bu-g 26 ## Sp-h 6 ## Pe-l 6 ## Pe-l 6 ## Pe-l 36 ## Sp-h 11 ## Sc-m 4 ## Bu-g 11 ## Sc-m 25 ## Pe-l 12 ## Sp-h 8 ## Sc-m 14 ## Sc-m 4 ## Ju-g 9 ## Pe-l 18 ## Sp-h 65 ## Co-f 14 ## Pe-l 32 ## Sc-m 8 ## Ju-g 5 ## Co-f 5 ## Ju-g 4 ## GL-S 3 ## GL-S 1 ## UL-M 1 ## UL-M 5 ## Ju-g 9 ## Ju-g 3 ## PI-G 6 ## PI-G 3 ## PI-R 3 ## PI-R 1 ## UL-M 1 ## UL-M 2 ## PI-G 3 ## PI-G 2 ## PI-G 2 ## PI-R 13 ## Ju-g 2 ## AC-F 1 ## GL-S 3 ## AC-F 3 ## PI-G 1 ## PI-G ## SYMBOLCODE ## QTY ## BOTANICAL NAMECOMMON NAMECONTSIZE ## DECIDUOUS TREES ## AC-F8ACER FREEMANII `ARMSTRONG`ARMSTRONG MAPLEB&B2.5" CAL ## GL-S12GLEDITSIA TRIACANTHOS `SKYCOLE`SKYLINE HONEYLOCUSTB&B2.5" CAL ## QU-M 4 ## QUERCUS X WAREI 'NADLER' ## KINDRED SPIRIT OAKB&B2.5" CAL ## UL-C1OSTRYA VIRGINIANAIRONWOODB&B2.5" CAL ## UL-M6ULMUS `MORTON`ACCOLADE ELMB&B2.5" CAL ## 31SUBTOTAL: ## EVERGREEN TREES ## PI-C 9 ## PINUS CEMBRASWISS PINE ## B&B ## 6' HGT ## PI-G 23 ## PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE ## B&B ## 6' HGT ## PI-R14PINUS RESINOSANORWAY PINE ## B&B ## 6' HGT 46 ## SUBTOTAL: ## SHRUBS ## Bu-g 16 ## BUXUS X `GREEN MOUNTAIN`GREEN MOUNTAIN BOXWOODCONT#7 ## Co-f70CORNUS SERICEA `ARTIC FIRE`ARCTIC FIRE DOGWOODCONT#5 86 ## SUBTOTAL: ## CONIFEROUS SHRUBS ## Ju-g ## 44JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPERCONT#5 44 ## SUBTOTAL: ## PERENNIALS ## Pe-l90 ## PEROVSKIA ATRIPLICIFOLIA 'BLUE JEAN BABY'BLUE JEAN BABY RUSSIAN SAGECONT#1 ## 90SUBTOTAL: ## GRASSES ## Sc-m108SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA'BLUE HEAVEN® LITTLE BLUESTEMCONT#1 ## Sp-h ## 163SPOROBOLUS HETEROLEPISPRAIRIE DROPSEEDCONT#1 271 ## SUBTOTAL: ## SYMBOLCODEBOTANICAL NAMECOMMON NAME ## GROUND COVERS ## Rm-1 ## ROCK MULCH ## 1.5"-3" CRUSHED GRAY TRAP ROCK ## Sm-1 ## STORMWATER SEED MIX ## MNDOT SEED MIX 33-261 ## WET DITCH / POND ## RATE: 35 LBS/ACRE ## Ts-1TURF SOD ## PLANT SCHEDULE ## LOUCKS ## W:\2025\250603\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLAN ## Plotted: ## 01 /19 / 2026 8:57 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Douglas D. Loken - LA ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 45591 ## Project Lead ## Drawn By ## Checked By Loucks Project No. 250603.00 ## DDL ## DDL ## DDL 01/29/26 - ## LANDSCAPE ## PLAN ## L1-1 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR ## WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. ## VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ## ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE ## PROJECT'S LAYOUT. ## ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR ## MATERIALS SUPPLIED. ## CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE ## ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO ## THE OWNER. ## CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE ## UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE ## CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ## ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. ## EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON ## INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ## ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. ## THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO ## FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO ## MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY ## LANDSCAPE ARCHITECT. ## GENERAL NOTES ## N ## SCALE IN FEET 0 2040 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## WARNING: ## THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL ## EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ## MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ## THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ## LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ## CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ## DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ## DURING CONSTRUCTION AT NO COST TO THE OWNER. ## LANDSCAPE PERIMETER ## -ONE SHADE TREE PER 50 LINEAR FEET = (1,354LF / 50) = 27 TREES ## -ONE EVERGREEN TREE PER 25 LINEAR FEET = (1,354LF / 25)= 54 TREES ## -ONE SHRUB PER 25 LINEAR FEET = (1,354LF / 25) = 54 SHRUBS ## TREE REPLACEMENT (2:1) = 3 TREES REMOVED = 6 TREES REQUIRED ## PROPOSED SHADE TREES: 31 ## PROPOSED EVERGREEN TREES: 46 ## PROPOSED SHRUBS: 131 ## LANDSCAPED PARKING AREA ## 16948 SF (TOTAL PARKING AREA) X 0.05 = 847 SF REQUIRED ## PROPOSED LANDSCAPE PARKING ISLANDS = 1,447 SF PROPOSED ## LANDSCAPE REQUIREMENTS ## TRUNK HWY 22 ## L ## OUCKS ## W:\2025\250603\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE DETAILS ## Plotted: ## 01 /19 / 2026 8:57 AM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Douglas D. Loken - LA ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 45591 ## Project Lead ## Drawn By ## Checked By Loucks Project No. 250603.00 ## DDL ## DDL ## DDL 01/29/26 - ## LANDSCAPE ## DETAILS ## L2-1 ## IRRIGATION NOTES: ## VERIFY EXISTING / PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM ## COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. ## LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN ## IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF ## WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ## ARCHITECT PRIOR TO ORDER AND / OR INSTALLATION. IT SHALL BE THE ## LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED / ## SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE ## AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. ## THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN ## IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND ## TO PLANT MATERIAL GROWTH REQUIREMENTS. ## IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE ## SYSTEM SPRINKLE THE BUILDING. ## THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. ## PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED ## REGULARLY UNTIL PLANTING / SOD / SEED HAS BEEN ESTABLISHED. ## GENERAL NOTES ## COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING ## INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. ## NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND ## CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ## ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL ## FLAGGING AND LABELS FROM PLANTS. ## IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY ## DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER ## SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ## ESTABLISHMENT, SURVIVAL OR GUARANTEE, THE CONTRACTOR MUST BRING ## THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ## PRIOR TO PROCUREMENT AND / OR INSTALLATION. ## PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING ## TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ## ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED ## IMMEDIATELY AFTER WOUNDING. ## SOIL & GROUNDCOVER ## ALL PLANTING AREAS RECEIVING PLANTED GROUND COVER, PERENNIALS, ## ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 24" DEPTH OF ## PLANTING SOIL (MNDOT 3877 - 2B OR EQUAL). ## WHERE SOD / SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD / SEED ## SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. ## SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE ## LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ## ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE ## STAKED TO THE GROUND. ## LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION ## CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND ## AROUND THE BUILDING SITE. ## PLANTINGS INFO ## ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE ## AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF ## NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT ## LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ## ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN ## BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND ## BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE ## FINISHED GRADE. ## ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES ## SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, ## NATURAL TO THE SPECIES, WITHOUT PRUNING. ## PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR / ROOT FLAIR IS ## LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE ## CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR / ROOT FLAIR. ## WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR / ROOT ## FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ## ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON ## PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE ## NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ## ARCHITECT MUST BE NOTIFIED. ## PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN ## QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. ## NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL ## IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE ## CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND / OR QUOTATION. ## WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN ## CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, ## WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL ## DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL ## WRAPPING AFTER 5-1. ## FERTILIZER ## ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A ## 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER ## THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR ## SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR ## 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ## ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE ## SAUCER. ## EDGING FOR PLANTING BEDS ## BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ## ANNUALS WHERE BED MEETS SOD / SEED UNLESS NOTED OTHERWISE. ## PLANTING BED PREPARATION ## ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP ROCK ## MULCH WITH NO WEED BARRIER. ## ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP ROCK MULCH AND FIBER ## MAT WEED BARRIER. ## ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED ## HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH ## TREE TRUNK. ## SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER ## MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. ## MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED / ## INDICATED ON DRAWING OR IN SPECIFICATION. ## INSPECTION AND WARRANTY ## CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ## ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. ## CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL ## NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ## ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ## ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ## CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE ## PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, ## FERTILIZATION AND DISEASE / PEST CONTROL. ## CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE (1) ## CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. ## WARRANTY (ONE (1) FULL GROWING SEASON) FOR LANDSCAPE MATERIALS ## SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT ## AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO ## PARTIAL ACCEPTANCE WILL BE CONSIDERED. ## TIMING OF INSTALLATION ## UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT ## MATERIAL INSTALLATION AND SEED / SOD PLACEMENT IS FROM THE TIME ## GROUND HAS THAWED TO JUNE 15. ## FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. ## FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN ## THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS ## PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS ## PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE ## THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE ## APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. ## TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN ## APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE ## UNAVOIDABLE. ## LANDSCAPE INSTALLATION: ## 2x ROOT BALL WIDTH ## SET PLANT ON UNDISTRUBED NATIVE SOIL ## SCARIFY BOTTOM AND SIDES OF HOLE PRIOR ## TO PLANTING ## EDGE CONDITION VARIES ## WOOD STAKE ## BACKFILL WITH IN SITU TOPSOIL ## MULCH - 4" DEEP. NO MULCH IN CONTACT WITH ## TRUNK - SEE NOTES OR SPECS. ## ROOT FLARE EVEN WITH OR JUST ABOVE GRADE ## SAFETY FLAGGING - ONE PER WIRE ## TREE WRAP TO FIRST BRANCH ## 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP ## NOTES: ## 1.THE CONTRACTOR IS RESPONSIBLE FOR ## MAINTAINING ALL TREES IN A PLUMB ## POSITION THROUGH THE WARRANTY ## PERIOD. STAKING IS SUGGESTED, BUT NOT ## REQUIRED. ANY STAKING MUST CONFORM ## WITH PRACTICES AS DEFINED IN A.N.A. ## GUIDELINES FOR STANDARD PRACTICES. ## 2.PRUNE DAMAGED AND CROSSING ## BRANCHES AFTER PLANTING IS COMPLETE. ## 3.CUT BACK WIRE BASKET. ## 4.WATER TREE THOROUGHLY DURING ## PLANTING OPERATIONS. PLACE BACKFILL IN ## 8-12" LIFTS AND SATURATE SOIL WITH ## WATER. DO NOT COMPACT MORE THAN ## NECESSARY TO MAINTAIN PLUMB. ## 5.CONTRACTOR IS RESPONSIBLE FOR ## TESTING PERCOLATION RATES PRIOR TO ## PLANTING. NOTIFY LANDSCAPE ARCHITECT ## IMMEDIATELY IF POOR DRAINAGE EXISTS. ## DETAIL - DECIDUOUS TREE 3/4" 1 -" ## CUT ROPES AND EXPOSE TOP 1/3 OF BURLAP BALL. ## REMOVE NON-BIODEGRADABLE MATERIAL. ## PLANT-TREE-1 1 ## 2 x ROOT BALL WIDTH ## NOTES: ## 1.THE CONTRACTOR IS RESPONSIBLE FOR ## MAINTAINING ALL TREES IN A PLUMB ## POSITION THROUGH THE WARRANTY ## PERIOD. STAKING IS SUGGESTED, BUT NOT ## REQUIRED. ANY STAKING MUST CONFORM ## WITH PRACTICES AS DEFINED IN A.N.A. ## GUIDELINES FOR STANDARD PRACTICES. ## 2.PRUNE ANY DAMAGED BRANCHES AFTER ## PLANTING IS COMPLETE. ## 3.WATER TREE THOROUGHLY DURING ## PLANTING OPERATIONS. PLACE BACKFILL IN ## 8-12" LIFTS AND SATURATE SOIL WITH ## WATER. DO NOT COMPACT MORE THAN ## NECESSARY TO MAINTAIN PLUMB. ## 4.CONTRACTOR IS RESPONSIBLE FOR ## TESTING PERCOLATION RATES PRIOR TO ## PLANTING. NOTIFY LANDSCAPE ARCHITECT ## IMMEDIATELY IF POOR DRAINAGE EXISTS. ## DETAIL - CONIFEROUS TREE 3/4" 1 -" ## SET PLANT ON UNDISTRUBED NATIVE SOIL ## SCARIFY BOTTOM AND SIDES OF HOLE PRIOR ## TO PLANTING ## EDGE CONDITION VARIES ## WOOD STAKE ## BACKFILL WITH IN SITU TOPSOIL ## MULCH - 4" DEEP. NO MULCH IN CONTACT WITH ## TRUNK - SEE NOTES OR SPECS. ## SAFETY FLAGGING - ONE PER WIRE ## 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP ## CUT ROPES AND EXPOSE TOP 1/3 OF BURLAP BALL. ## REMOVE NON-BIODEGRADABLE MATERIAL. 2 ## PLANT-TREE-2 ## NOTES: ## LOOSEN ROOTS OF ALL CONTAINERIZED ## PLANTS. SCARIFY BOTTOM AND SIDES ## OF HOLE PRIOR TO PLANTING ## BUILDING WALL (TYP) ## EDGE VARIES - REFER TO PLAN ## EDGING MATERIAL - SEE NOTES OR SPEC. ## LANDSCAPE FABRIC - SEE NOTES OR SPEC. ## MULCH - 3" DEPTH - SEE NOTES OR SPEC. ## PLANTING SOIL - SEE NOTES OR SPEC. ## SHRUBS TO BE PLACED SO THAT TOP OF ## CONTAINER SITS FLUSH WITH PROPOSED GRADE ## DETAIL - SHRUB PLANTING 1" 1 -" ## REFER TO SCHEDULE ## 18" MIN. ## PREPARE BED A MIN. 4" DEEPER THAN ROOT BALL ## PLANT-SHRB-1 3 ## VARIES ## SEE SCHEDULE FOR SPACING ## NOTE: ## LOOSEN ROOTS OF PLANT ## MATERIAL PRIOR TO PLANTING ## BUILDING WALL (TYP) ## PLANTING SOIL - SEE NOTES ## EDGE VARIES - REFER TO PLAN ## EDGING MATERIAL - SEE NOTES ## MULCH - 3" MIN. DEPTH - SEE NOTES ## PLANTING - PERENNIAL 1" 1 -" ## PLANT-PER-1 4 ## ROCK MULCH AT 4" MIN. DEPTH; EXPOSE NO ## FABRIC ; SEE SCHEDULE FOR COLOR ## WOVEN GEOTEXTILE FABRIC. OVERLAP 6" MINIMUM; ## SECURE IN PLACE WITH POLY FABRIC STAPLES ## PREPARED SUBGRADE ## LM-01 - ROCK MULCH 1 1/2" 1 -" ## HARD-LM-3 5 ## Stormwater Management Plan ## Blaze Credit Union ## Mankato, MN ## Prepared by Loucks December 22, 2025 Revised January 16, 2026 ## Loucks Project No. 250603.00 ## Stormwater Management Plan January 16, 2026 ## Blaze Credit Union ## Blaze Credit Union ## Mankato, Minnesota ## Stormwater Management Plan ## Table of Contents ## Page ## Number Introduction ............................................................................................................................... 1 Methodology ............................................................................................................................. 1 Existing Conditions .................................................................................................................... 1 Proposed Conditions ................................................................................................................. 1 Best Management Practices ...................................................................................................... 3 Conclusion ................................................................................................................................. 3 ## Appendices HydroCAD Report - Existing ......................................................................................Appendix A HydroCAD Report - Proposed ................................................................................... Appendix B ## Figures Existing Drainage Exhibit ................................................................................................ Figure 1 Proposed Drainage Exhibit ............................................................................................. Figure 2 MIDS Existing Data ......................................................................................................... Figure 3 MIDS Proposed Data ...................................................................................................... Figure 4 CB/MH Sizing ................................................................................................................. Figure 6 ## Stormwater Management Plan January 16, 2026 ## Blaze Credit Union Page 1 ## Blaze Credit Union ## Mankato, Minnesota ## Stormwater Management Plan ## Introduction This stormwater management plan was created for the Blaze Credit Union project located at 1831 Premier Drive in Mankato, MN. The project site encompasses roughly 2.442 acres. The project generally consists of constructing a new credit union, parking lot, and associated utilities. Included in this plan are calculations for the existing and proposed discharge of storm water from the site. ## Methodology ## City of Mankato Requirements: The City of Mankato is the permitting authority. 1. Rate Control – Runoff rates for the proposed activity shall not exceed runoff rates for the 1, 2, 10, & 100-year critical storm events. 2. There is to be no increase in TSS, phosphorus from the existing conditions ## Methodology The stormwater calculations were made utilizing the stormwater-modeling program HydroCAD 10.00. Calculations were performed for Atlas-14 1-year, 2-year, 10-year, and 100- year rainfall events of 2.52 inches, 2.92 inches, 4.38 inches, and 7.41 inches respectively. ## Existing Conditions The existing site is currently a vacant site. The existing site is broken up into one drainage area, Drainage area DA-1E. The existing site currently drains to the east off-site. ## Proposed Conditions The proposed site consists of constructing a Blaze Credit Union building, parking lot, entrance drives, utilities, and stormwater management practices. To meet stormwater requirements for the site, a biofiltration basin will be used. The site will be broken up into two drainage areas. Drainage area DA-1P will drain offsite to the east. Drainage area DA-2P will drain to the biofiltration basin. ## Stormwater Management Plan January 16, 2026 ## Blaze Credit Union Page 2 ## Rate Control The rate control requirements are that peak rates shall not exceed existing rates for the 1, 2, 10, and 100-year events. Tables 1.1 below lists the existing areas and runoff rates Tables 1.2 below lists the proposed areas and runoff rates ## Table 1.1 – Existing Peak Runoff Rates ## Existing Conditions 1-YR Event 2-YR Event 10-YR Event 100-YR Event ## Subcatch ## Area Impervious Rate Rate Rate Rate (SF) (SF) (cfs) (cfs) (cfs) (cfs) ## DA-1E 106,367 567 3.53 4.57 8.49 16.88 ## TOTAL EXISTING 106,367 567 3.53 4.57 8.49 16.88 ## Table 1.2 – Proposed Peak Runoff Rates ## Proposed Conditions 1-YR Event 2-YR Event 10-YR Event ## 100-YR ## Event ## Subcatch ## Area Impervious Rate Rate Rate ## Rate (cfs) (SF) (SF) (cfs) (cfs) (cfs) ## DA-1P 14,580 567 0.55 0.73 1.42 2.91 DA-2P to Basin 91,787 51,589 0.21 0.57 5.79 11.80 ## TOTAL PROPOSED 106,367 52,156 0.74 0.93 6.48 14.42 ## Volume Control A water quality volume of 1.1” of runoff from the new impervious surfaces created by the project is treated. Required volume calculations are shown below: Volume Required: 52,156 SF x 1.1” x 1’/12” = 4,781 CF Volume Provided: Biofiltration Basin (997.50 - 998.50) = 4,819 CF Total Volume Provided: = 4,819 CF The proposed water quality volume for the basin is 4,819 CF which exceeds the required volume of 4,781 CF. ## Water Quality For projects that have met the volume control requirements above, the pollutant removal requirements are considered to be met. The city requires that there is no net increase in total suspended solids (TSS) or phosphorus (TP) leaving the site from the existing site to the ## Stormwater Management Plan January 16, 2026 ## Blaze Credit Union Page 3 proposed site. The existing site TSS is 211.5 lbs & the proposed TSS is 176.0 lbs. The existing site TP is 1.164 lbs & the proposed TP is 1.106 lbs. Both meet the city requirement of proposed being less than existing. ## Best Management Practices Best management practices (BMP’s) will be implemented during construction per the project Stormwater Pollution Prevention Plan (C3-2 & C3-3). During construction, erosion control measures will include dust control, silt fencing, bio logs, inlet protection, and a temporary rock construction entrance. Permanent BMP’s will include stormwater management systems, surface pavements, and turf establishment (vegetation) of disturbed areas. ## Conclusion The proposed Stormwater Management Plan for the project provides a solution for the conveyance of stormwater from the site. The biofiltration basin captures the runoff and outlets to city storm sewer. They will provide rate control for the development and meet water quality requirements through the proposed filtration. ## Appendix A ## Existing HydroCAD Report ## EXISTING SITE ## DA-1E ## Existing Site ## Routing Diagram for Blaze Mankato Prepared by {enter your company name here}, Printed 12/19/2025 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Subcat ## Reach ## Pond ## Link ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 2 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Rainfall Events Listing ## Event# Event ## Name Storm Type Curve Mode Duration (hours) ## B/BDepth (inches) ## AMC 1 1-YearMSE 24-hr 3Default24.00 12.51 2 2 2-YearMSE 24-hr 3Default24.00 12.92 2 3 10-Year MSE 24-hr 3Default24.00 14.38 2 4 100-Year MSE 24-hr 3Default24.00 17.41 2 ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 3 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Area Listing (selected nodes) ## Area (acres) ## CN Description (subcatchment-numbers) 2.42984 50-75% Grass cover, Fair, HSG D (DA-1E) 0.01398 Paved parking, HSG D (DA-1E) ## 2.44284 TOTAL AREA MSE 24-hr 3 1-Year Rainfall=2.51" ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 4 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=106,367 sf 0.53% Impervious Runoff Depth=1.12" ## Subcatchment DA-1E: Existing Site Tc=15.0 min CN=84 Runoff=3.53 cfs 0.229 af Total Runoff Area = 2.442 ac Runoff Volume = 0.229 af Average Runoff Depth = 1.12" 99.47% Pervious = 2.429 ac 0.53% Impervious = 0.013 ac MSE 24-hr 3 1-Year Rainfall=2.51" ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 5 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-1E: Existing Site Runoff =3.53 cfs @ 12.24 hrs, Volume=0.229 af, Depth= 1.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.51" ## Area (sf) CN Description 105,800 84 50-75% Grass cover, Fair, HSG D 567 98 Paved parking, HSG D 106,367 84 Weighted Average ## 105,80099.47% Pervious Area ## 5670.53% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 15.0 ## Direct Entry, ## Subcatchment DA-1E: Existing Site ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.51" ## Runoff Area=106,367 sf ## Runoff Volume=0.229 af ## Runoff Depth=1.12" Tc=15.0 min ## CN=84 3.53 cfs MSE 24-hr 3 2-Year Rainfall=2.92" ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 6 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=106,367 sf 0.53% Impervious Runoff Depth=1.45" ## Subcatchment DA-1E: Existing Site Tc=15.0 min CN=84 Runoff=4.57 cfs 0.295 af Total Runoff Area = 2.442 ac Runoff Volume = 0.295 af Average Runoff Depth = 1.45" 99.47% Pervious = 2.429 ac 0.53% Impervious = 0.013 ac MSE 24-hr 3 2-Year Rainfall=2.92" ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 7 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-1E: Existing Site Runoff =4.57 cfs @ 12.24 hrs, Volume=0.295 af, Depth= 1.45" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.92" ## Area (sf) CN Description 105,800 84 50-75% Grass cover, Fair, HSG D 567 98 Paved parking, HSG D 106,367 84 Weighted Average ## 105,80099.47% Pervious Area ## 5670.53% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 15.0 ## Direct Entry, ## Subcatchment DA-1E: Existing Site ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 5 4 3 2 1 0 MSE 24-hr 3 2-Year Rainfall=2.92" ## Runoff Area=106,367 sf ## Runoff Volume=0.295 af ## Runoff Depth=1.45" Tc=15.0 min ## CN=84 4.57 cfs MSE 24-hr 3 10-Year Rainfall=4.38" ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 8 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=106,367 sf 0.53% Impervious Runoff Depth=2.71" ## Subcatchment DA-1E: Existing Site Tc=15.0 min CN=84 Runoff=8.49 cfs 0.551 af Total Runoff Area = 2.442 ac Runoff Volume = 0.551 af Average Runoff Depth = 2.71" 99.47% Pervious = 2.429 ac 0.53% Impervious = 0.013 ac MSE 24-hr 3 10-Year Rainfall=4.38" ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 9 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-1E: Existing Site Runoff =8.49 cfs @ 12.23 hrs, Volume=0.551 af, Depth= 2.71" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.38" ## Area (sf) CN Description 105,800 84 50-75% Grass cover, Fair, HSG D 567 98 Paved parking, HSG D 106,367 84 Weighted Average ## 105,80099.47% Pervious Area ## 5670.53% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 15.0 ## Direct Entry, ## Subcatchment DA-1E: Existing Site ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.38" ## Runoff Area=106,367 sf ## Runoff Volume=0.551 af ## Runoff Depth=2.71" Tc=15.0 min ## CN=84 8.49 cfs MSE 24-hr 3 100-Year Rainfall=7.41" ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 10 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=106,367 sf 0.53% Impervious Runoff Depth=5.53" ## Subcatchment DA-1E: Existing Site Tc=15.0 min CN=84 Runoff=16.88 cfs 1.125 af Total Runoff Area = 2.442 ac Runoff Volume = 1.125 af Average Runoff Depth = 5.53" 99.47% Pervious = 2.429 ac 0.53% Impervious = 0.013 ac MSE 24-hr 3 100-Year Rainfall=7.41" ## Blaze Mankato Printed 12/19/2025 Prepared by {enter your company name here} Page 11 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-1E: Existing Site Runoff =16.88 cfs @ 12.23 hrs, Volume=1.125 af, Depth= 5.53" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41" ## Area (sf) CN Description 105,800 84 50-75% Grass cover, Fair, HSG D 567 98 Paved parking, HSG D 106,367 84 Weighted Average ## 105,80099.47% Pervious Area ## 5670.53% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 15.0 ## Direct Entry, ## Subcatchment DA-1E: Existing Site ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.41" ## Runoff Area=106,367 sf ## Runoff Volume=1.125 af ## Runoff Depth=5.53" Tc=15.0 min ## CN=84 16.88 cfs ## Appendix B ## Proposed HydroCAD Report ## PROPOSED SITE ## DA-1P ## Proposed Site to East ## DA-2P ## Proposed Site to ## Biofiltration Basin ## PT ## Proposed Site Total ## BASIN ## Biofiltration Basin ## Routing Diagram for Blaze Mankato Prepared by {enter your company name here}, Printed 1/16/2026 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Subcat ## Reach ## Pond ## Link ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 2 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Rainfall Events Listing ## Event# Event ## Name ## Storm Type Curve ModeDuration (hours) ## B/BDepth (inches) ## AMC 1 1-YearMSE 24-hr 3Default24.00 12.51 2 2 2-YearMSE 24-hr 3Default24.00 12.92 2 3 10-Year MSE 24-hr 3Default24.00 14.38 2 4 100-Year MSE 24-hr 3Default24.00 17.41 2 ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 3 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Area Listing (selected nodes) ## Area (acres) ## CNDescription (subcatchment-numbers) ## 1.24580>75% Grass cover, Good, HSG D (DA-1P, DA-2P) 1.19798Paved parking, HSG D (DA-1P, DA-2P) ## 2.44289 TOTAL AREA MSE 24-hr 3 1-Year Rainfall=2.51" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 4 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=14,580 sf 3.89% Impervious Runoff Depth=0.95" ## Subcatchment DA-1P: Proposed Site to East Tc=7.0 min CN=81 Runoff=0.55 cfs 0.026 af Runoff Area=91,787 sf 56.21% Impervious Runoff Depth=1.54" ## Subcatchment DA-2P: Proposed Site to Tc=7.0 min CN=90 Runoff=5.56 cfs 0.270 af Inflow=0.74 cfs 0.297 af ## Reach PT: Proposed Site Total Outflow=0.74 cfs 0.297 af Peak Elev=998.33' Storage=7,491 cf Inflow=5.56 cfs 0.270 af ## Pond BASIN: Biofiltration Basin Outflow=0.21 cfs 0.270 af Total Runoff Area = 2.442 ac Runoff Volume = 0.297 af Average Runoff Depth = 1.46" 50.97% Pervious = 1.245 ac 49.03% Impervious = 1.197 ac MSE 24-hr 3 1-Year Rainfall=2.51" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 5 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-1P: Proposed Site to East Runoff=0.55 cfs @ 12.15 hrs, Volume=0.026 af, Depth= 0.95" ## Routed to Reach PT : Proposed Site Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.51" ## Area (sf) CN Description 14,013 80 >75% Grass cover, Good, HSG D 567 98 Paved parking, HSG D 14,580 81 Weighted Average ## 14,01396.11% Pervious Area ## 5673.89% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment DA-1P: Proposed Site to East ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 1-Year Rainfall=2.51" ## Runoff Area=14,580 sf ## Runoff Volume=0.026 af ## Runoff Depth=0.95" Tc=7.0 min ## CN=81 0.55 cfs MSE 24-hr 3 1-Year Rainfall=2.51" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 6 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-2P: Proposed Site to Biofiltration Basin Runoff=5.56 cfs @ 12.14 hrs, Volume=0.270 af, Depth= 1.54" ## Routed to Pond BASIN : Biofiltration Basin Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.51" ## Area (sf) CN Description 40,198 80 >75% Grass cover, Good, HSG D 51,589 98 Paved parking, HSG D 91,787 90 Weighted Average ## 40,19843.79% Pervious Area ## 51,58956.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment DA-2P: Proposed Site to Biofiltration Basin ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 6 5 4 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.51" ## Runoff Area=91,787 sf ## Runoff Volume=0.270 af ## Runoff Depth=1.54" Tc=7.0 min ## CN=90 5.56 cfs MSE 24-hr 3 1-Year Rainfall=2.51" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 7 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Reach PT: Proposed Site Total Inflow Area =2.442 ac, 49.03% Impervious, Inflow Depth = 1.46" for 1-Year event Inflow=0.74 cfs @ 12.16 hrs, Volume=0.297 af Outflow =0.74 cfs @ 12.16 hrs, Volume=0.297 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs ## Reach PT: Proposed Site Total ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 ## Inflow Area=2.442 ac 0.74 cfs 0.74 cfs MSE 24-hr 3 1-Year Rainfall=2.51" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 8 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Pond BASIN: Biofiltration Basin Inflow Area =2.107 ac, 56.21% Impervious, Inflow Depth = 1.54" for 1-Year event Inflow=5.56 cfs @ 12.14 hrs, Volume=0.270 af Outflow =0.21 cfs @ 13.63 hrs, Volume=0.270 af, Atten= 96%, Lag= 89.3 min Primary =0.21 cfs @ 13.63 hrs, Volume=0.270 af ## Routed to Reach PT : Proposed Site Total Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 998.33' @ 13.63 hrs Surf.Area= 11,183 sf Storage= 7,491 cf Plug-Flow detention time= 409.1 min calculated for 0.270 af (100% of inflow) Center-of-Mass det. time= 408.7 min ( 1,205.5 - 796.8 ) ## VolumeInvertAvail.Storage Storage Description #1997.50'50,180 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) #2995.50'3,585 cf 32.30'W x 185.00'L x 2.00'H Prismatoid 11,951 cf Overall x 30.0% Voids ## 53,765 cf Total Available Storage ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 997.504,23200 998.004,8152,2622,262 998.505,4132,5574,819 999.006,0272,8607,679 1,000.007,7406,88414,562 1,001.009,0928,41622,978 1,002.0010,5019,79732,775 1,003.0011,96711,23444,009 1,003.5012,7186,17150,180 Device Routing Invert Outlet Devices #1 Primary995.00' ## 15.0" Round Culvert L= 42.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 995.00' / 994.75' S= 0.0060 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.23 sf #2 Device 1998.50' ## 24.0" Horiz. Orifice/Grate C= 0.600 in 24.0" Grate (100% open area) Limited to weir flow at low heads #3 Device 1995.50' ## 6.0" Vert. Orifice/Grate X 2.00 ## C= 0.600 Limited to weir flow at low heads #4 Device 3995.50' 0.800 in/hr Exfiltration over Surface area ## Primary OutFlow Max=0.21 cfs @ 13.63 hrs HW=998.33' (Free Discharge) 1=Culvert (Passes 0.21 cfs of 9.54 cfs potential flow) 2=Orifice/Grate ( Controls 0.00 cfs) 3=Orifice/Grate (Passes 0.21 cfs of 3.04 cfs potential flow) 4=Exfiltration (Exfiltration Controls 0.21 cfs) MSE 24-hr 3 1-Year Rainfall=2.51" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 9 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Pond BASIN: Biofiltration Basin ## Inflow ## Primary ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 6 5 4 3 2 1 0 ## Inflow Area=2.107 ac ## Peak Elev=998.33' Storage=7,491 cf 5.56 cfs 0.21 cfs MSE 24-hr 3 2-Year Rainfall=2.92" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 10 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=14,580 sf 3.89% Impervious Runoff Depth=1.25" ## Subcatchment DA-1P: Proposed Site to East Tc=7.0 min CN=81 Runoff=0.73 cfs 0.035 af Runoff Area=91,787 sf 56.21% Impervious Runoff Depth=1.91" ## Subcatchment DA-2P: Proposed Site to Tc=7.0 min CN=90 Runoff=6.84 cfs 0.336 af Inflow=0.93 cfs 0.370 af ## Reach PT: Proposed Site Total Outflow=0.93 cfs 0.370 af Peak Elev=998.56' Storage=8,743 cf Inflow=6.84 cfs 0.336 af ## Pond BASIN: Biofiltration Basin Outflow=0.57 cfs 0.336 af Total Runoff Area = 2.442 ac Runoff Volume = 0.370 af Average Runoff Depth = 1.82" 50.97% Pervious = 1.245 ac 49.03% Impervious = 1.197 ac MSE 24-hr 3 2-Year Rainfall=2.92" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 11 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-1P: Proposed Site to East Runoff=0.73 cfs @ 12.15 hrs, Volume=0.035 af, Depth= 1.25" ## Routed to Reach PT : Proposed Site Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.92" ## Area (sf) CN Description 14,013 80 >75% Grass cover, Good, HSG D 567 98 Paved parking, HSG D 14,580 81 Weighted Average ## 14,01396.11% Pervious Area ## 5673.89% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment DA-1P: Proposed Site to East ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2-Year Rainfall=2.92" ## Runoff Area=14,580 sf ## Runoff Volume=0.035 af ## Runoff Depth=1.25" Tc=7.0 min ## CN=81 0.73 cfs MSE 24-hr 3 2-Year Rainfall=2.92" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 12 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-2P: Proposed Site to Biofiltration Basin Runoff=6.84 cfs @ 12.14 hrs, Volume=0.336 af, Depth= 1.91" ## Routed to Pond BASIN : Biofiltration Basin Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.92" ## Area (sf) CN Description 40,198 80 >75% Grass cover, Good, HSG D 51,589 98 Paved parking, HSG D 91,787 90 Weighted Average ## 40,19843.79% Pervious Area ## 51,58956.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment DA-2P: Proposed Site to Biofiltration Basin ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-Year Rainfall=2.92" ## Runoff Area=91,787 sf ## Runoff Volume=0.336 af ## Runoff Depth=1.91" Tc=7.0 min ## CN=90 6.84 cfs MSE 24-hr 3 2-Year Rainfall=2.92" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 13 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Reach PT: Proposed Site Total Inflow Area =2.442 ac, 49.03% Impervious, Inflow Depth = 1.82" for 2-Year event Inflow=0.93 cfs @ 12.15 hrs, Volume=0.370 af Outflow =0.93 cfs @ 12.15 hrs, Volume=0.370 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs ## Reach PT: Proposed Site Total ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Inflow Area=2.442 ac 0.93 cfs 0.93 cfs MSE 24-hr 3 2-Year Rainfall=2.92" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 14 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Pond BASIN: Biofiltration Basin Inflow Area =2.107 ac, 56.21% Impervious, Inflow Depth = 1.91" for 2-Year event Inflow=6.84 cfs @ 12.14 hrs, Volume=0.336 af Outflow =0.57 cfs @ 12.95 hrs, Volume=0.336 af, Atten= 92%, Lag= 48.4 min Primary =0.57 cfs @ 12.95 hrs, Volume=0.336 af ## Routed to Reach PT : Proposed Site Total Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 998.56' @ 12.95 hrs Surf.Area= 11,465 sf Storage= 8,743 cf Plug-Flow detention time= 414.8 min calculated for 0.335 af (100% of inflow) Center-of-Mass det. time= 415.0 min ( 1,207.6 - 792.5 ) ## VolumeInvertAvail.Storage Storage Description #1997.50'50,180 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) #2995.50'3,585 cf 32.30'W x 185.00'L x 2.00'H Prismatoid 11,951 cf Overall x 30.0% Voids ## 53,765 cf Total Available Storage ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 997.504,23200 998.004,8152,2622,262 998.505,4132,5574,819 999.006,0272,8607,679 1,000.007,7406,88414,562 1,001.009,0928,41622,978 1,002.0010,5019,79732,775 1,003.0011,96711,23444,009 1,003.5012,7186,17150,180 Device Routing Invert Outlet Devices #1 Primary995.00' ## 15.0" Round Culvert L= 42.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 995.00' / 994.75' S= 0.0060 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.23 sf #2 Device 1998.50' ## 24.0" Horiz. Orifice/Grate C= 0.600 in 24.0" Grate (100% open area) Limited to weir flow at low heads #3 Device 1995.50' ## 6.0" Vert. Orifice/Grate X 2.00 ## C= 0.600 Limited to weir flow at low heads #4 Device 3995.50' 0.800 in/hr Exfiltration over Surface area ## Primary OutFlow Max=0.53 cfs @ 12.95 hrs HW=998.56' (Free Discharge) 1=Culvert (Passes 0.53 cfs of 10.01 cfs potential flow) 2=Orifice/Grate (Weir Controls 0.32 cfs @ 0.81 fps) 3=Orifice/Grate (Passes 0.21 cfs of 3.17 cfs potential flow) 4=Exfiltration (Exfiltration Controls 0.21 cfs) MSE 24-hr 3 2-Year Rainfall=2.92" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 15 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Pond BASIN: Biofiltration Basin ## Inflow ## Primary ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 7 6 5 4 3 2 1 0 ## Inflow Area=2.107 ac ## Peak Elev=998.56' Storage=8,743 cf 6.84 cfs 0.57 cfs MSE 24-hr 3 10-Year Rainfall=4.38" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 16 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=14,580 sf 3.89% Impervious Runoff Depth=2.44" ## Subcatchment DA-1P: Proposed Site to East Tc=7.0 min CN=81 Runoff=1.42 cfs 0.068 af Runoff Area=91,787 sf 56.21% Impervious Runoff Depth=3.28" ## Subcatchment DA-2P: Proposed Site to Tc=7.0 min CN=90 Runoff=11.41 cfs 0.576 af Inflow=6.48 cfs 0.644 af ## Reach PT: Proposed Site Total Outflow=6.48 cfs 0.644 af Peak Elev=998.92' Storage=10,775 cf Inflow=11.41 cfs 0.576 af ## Pond BASIN: Biofiltration Basin Outflow=5.79 cfs 0.576 af Total Runoff Area = 2.442 ac Runoff Volume = 0.644 af Average Runoff Depth = 3.17" 50.97% Pervious = 1.245 ac 49.03% Impervious = 1.197 ac MSE 24-hr 3 10-Year Rainfall=4.38" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 17 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-1P: Proposed Site to East Runoff=1.42 cfs @ 12.14 hrs, Volume=0.068 af, Depth= 2.44" ## Routed to Reach PT : Proposed Site Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.38" ## Area (sf) CN Description 14,013 80 >75% Grass cover, Good, HSG D 567 98 Paved parking, HSG D 14,580 81 Weighted Average ## 14,01396.11% Pervious Area ## 5673.89% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment DA-1P: Proposed Site to East ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 MSE 24-hr 3 10-Year Rainfall=4.38" ## Runoff Area=14,580 sf ## Runoff Volume=0.068 af ## Runoff Depth=2.44" Tc=7.0 min ## CN=81 1.42 cfs MSE 24-hr 3 10-Year Rainfall=4.38" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 18 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-2P: Proposed Site to Biofiltration Basin Runoff=11.41 cfs @ 12.14 hrs, Volume=0.576 af, Depth= 3.28" ## Routed to Pond BASIN : Biofiltration Basin Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.38" ## Area (sf) CN Description 40,198 80 >75% Grass cover, Good, HSG D 51,589 98 Paved parking, HSG D 91,787 90 Weighted Average ## 40,19843.79% Pervious Area ## 51,58956.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment DA-2P: Proposed Site to Biofiltration Basin ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.38" ## Runoff Area=91,787 sf ## Runoff Volume=0.576 af ## Runoff Depth=3.28" Tc=7.0 min ## CN=90 11.41 cfs MSE 24-hr 3 10-Year Rainfall=4.38" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 19 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Reach PT: Proposed Site Total Inflow Area =2.442 ac, 49.03% Impervious, Inflow Depth = 3.17" for 10-Year event Inflow=6.48 cfs @ 12.25 hrs, Volume=0.644 af Outflow =6.48 cfs @ 12.25 hrs, Volume=0.644 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs ## Reach PT: Proposed Site Total ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 7 6 5 4 3 2 1 0 ## Inflow Area=2.442 ac 6.48 cfs 6.48 cfs MSE 24-hr 3 10-Year Rainfall=4.38" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 20 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Pond BASIN: Biofiltration Basin Inflow Area =2.107 ac, 56.21% Impervious, Inflow Depth = 3.28" for 10-Year event Inflow=11.41 cfs @ 12.14 hrs, Volume=0.576 af Outflow =5.79 cfs @ 12.26 hrs, Volume=0.576 af, Atten= 49%, Lag= 7.1 min Primary =5.79 cfs @ 12.26 hrs, Volume=0.576 af ## Routed to Reach PT : Proposed Site Total Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 998.92' @ 12.26 hrs Surf.Area= 11,902 sf Storage= 10,775 cf Plug-Flow detention time= 286.5 min calculated for 0.576 af (100% of inflow) Center-of-Mass det. time= 286.9 min ( 1,068.7 - 781.8 ) ## VolumeInvertAvail.Storage Storage Description #1997.50'50,180 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) #2995.50'3,585 cf 32.30'W x 185.00'L x 2.00'H Prismatoid 11,951 cf Overall x 30.0% Voids ## 53,765 cf Total Available Storage ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 997.504,23200 998.004,8152,2622,262 998.505,4132,5574,819 999.006,0272,8607,679 1,000.007,7406,88414,562 1,001.009,0928,41622,978 1,002.0010,5019,79732,775 1,003.0011,96711,23444,009 1,003.5012,7186,17150,180 Device Routing Invert Outlet Devices #1 Primary995.00' ## 15.0" Round Culvert L= 42.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 995.00' / 994.75' S= 0.0060 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.23 sf #2 Device 1998.50' ## 24.0" Horiz. Orifice/Grate C= 0.600 in 24.0" Grate (100% open area) Limited to weir flow at low heads #3 Device 1995.50' ## 6.0" Vert. Orifice/Grate X 2.00 ## C= 0.600 Limited to weir flow at low heads #4 Device 3995.50' 0.800 in/hr Exfiltration over Surface area ## Primary OutFlow Max=5.66 cfs @ 12.26 hrs HW=998.91' (Free Discharge) 1=Culvert (Passes 5.66 cfs of 10.67 cfs potential flow) 2=Orifice/Grate (Weir Controls 5.44 cfs @ 2.10 fps) 3=Orifice/Grate (Passes 0.22 cfs of 3.36 cfs potential flow) 4=Exfiltration (Exfiltration Controls 0.22 cfs) MSE 24-hr 3 10-Year Rainfall=4.38" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 21 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Pond BASIN: Biofiltration Basin ## Inflow ## Primary ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 12 11 10 9 8 7 6 5 4 3 2 1 0 ## Inflow Area=2.107 ac ## Peak Elev=998.92' Storage=10,775 cf 11.41 cfs 5.79 cfs MSE 24-hr 3 100-Year Rainfall=7.41" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 22 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=14,580 sf 3.89% Impervious Runoff Depth=5.19" ## Subcatchment DA-1P: Proposed Site to East Tc=7.0 min CN=81 Runoff=2.91 cfs 0.145 af Runoff Area=91,787 sf 56.21% Impervious Runoff Depth=6.23" ## Subcatchment DA-2P: Proposed Site to Tc=7.0 min CN=90 Runoff=20.79 cfs 1.093 af Inflow=14.42 cfs 1.238 af ## Reach PT: Proposed Site Total Outflow=14.42 cfs 1.238 af Peak Elev=999.61' Storage=15,287 cf Inflow=20.79 cfs 1.093 af ## Pond BASIN: Biofiltration Basin Outflow=11.80 cfs 1.093 af Total Runoff Area = 2.442 ac Runoff Volume = 1.238 af Average Runoff Depth = 6.08" 50.97% Pervious = 1.245 ac 49.03% Impervious = 1.197 ac MSE 24-hr 3 100-Year Rainfall=7.41" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 23 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-1P: Proposed Site to East Runoff=2.91 cfs @ 12.14 hrs, Volume=0.145 af, Depth= 5.19" ## Routed to Reach PT : Proposed Site Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41" ## Area (sf) CN Description 14,013 80 >75% Grass cover, Good, HSG D 567 98 Paved parking, HSG D 14,580 81 Weighted Average ## 14,01396.11% Pervious Area ## 5673.89% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment DA-1P: Proposed Site to East ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.41" ## Runoff Area=14,580 sf ## Runoff Volume=0.145 af ## Runoff Depth=5.19" Tc=7.0 min ## CN=81 2.91 cfs MSE 24-hr 3 100-Year Rainfall=7.41" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 24 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Subcatchment DA-2P: Proposed Site to Biofiltration Basin Runoff=20.79 cfs @ 12.14 hrs, Volume=1.093 af, Depth= 6.23" ## Routed to Pond BASIN : Biofiltration Basin Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=7.41" ## Area (sf) CN Description 40,198 80 >75% Grass cover, Good, HSG D 51,589 98 Paved parking, HSG D 91,787 90 Weighted Average ## 40,19843.79% Pervious Area ## 51,58956.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment DA-2P: Proposed Site to Biofiltration Basin ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.41" ## Runoff Area=91,787 sf ## Runoff Volume=1.093 af ## Runoff Depth=6.23" Tc=7.0 min ## CN=90 20.79 cfs MSE 24-hr 3 100-Year Rainfall=7.41" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 25 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Reach PT: Proposed Site Total Inflow Area =2.442 ac, 49.03% Impervious, Inflow Depth = 6.08" for 100-Year event Inflow=14.42 cfs @ 12.15 hrs, Volume=1.238 af Outflow =14.42 cfs @ 12.15 hrs, Volume=1.238 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs ## Reach PT: Proposed Site Total ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 ## Inflow Area=2.442 ac 14.42 cfs 14.42 cfs MSE 24-hr 3 100-Year Rainfall=7.41" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 26 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Summary for Pond BASIN: Biofiltration Basin Inflow Area =2.107 ac, 56.21% Impervious, Inflow Depth = 6.23" for 100-Year event Inflow=20.79 cfs @ 12.14 hrs, Volume=1.093 af Outflow =11.80 cfs @ 12.23 hrs, Volume=1.093 af, Atten= 43%, Lag= 5.7 min Primary =11.80 cfs @ 12.23 hrs, Volume=1.093 af ## Routed to Reach PT : Proposed Site Total Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 999.61' @ 12.23 hrs Surf.Area= 13,054 sf Storage= 15,287 cf Plug-Flow detention time= 189.0 min calculated for 1.092 af (100% of inflow) Center-of-Mass det. time= 189.5 min ( 958.8 - 769.3 ) ## VolumeInvertAvail.Storage Storage Description #1997.50'50,180 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) #2995.50'3,585 cf 32.30'W x 185.00'L x 2.00'H Prismatoid 11,951 cf Overall x 30.0% Voids ## 53,765 cf Total Available Storage ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 997.504,23200 998.004,8152,2622,262 998.505,4132,5574,819 999.006,0272,8607,679 1,000.007,7406,88414,562 1,001.009,0928,41622,978 1,002.0010,5019,79732,775 1,003.0011,96711,23444,009 1,003.5012,7186,17150,180 Device Routing Invert Outlet Devices #1 Primary995.00' ## 15.0" Round Culvert L= 42.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 995.00' / 994.75' S= 0.0060 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.23 sf #2 Device 1998.50' ## 24.0" Horiz. Orifice/Grate C= 0.600 in 24.0" Grate (100% open area) Limited to weir flow at low heads #3 Device 1995.50' ## 6.0" Vert. Orifice/Grate X 2.00 ## C= 0.600 Limited to weir flow at low heads #4 Device 3995.50' 0.800 in/hr Exfiltration over Surface area ## Primary OutFlow Max=11.79 cfs @ 12.23 hrs HW=999.60' (Free Discharge) 1=Culvert (Inlet Controls 11.79 cfs @ 9.60 fps) 2=Orifice/Grate (Passes < 15.89 cfs potential flow) 3=Orifice/Grate (Passes < 3.71 cfs potential flow) 4=Exfiltration (Passes < 0.24 cfs potential flow) MSE 24-hr 3 100-Year Rainfall=7.41" ## Blaze Mankato Printed 1/16/2026 Prepared by {enter your company name here} Page 27 HydroCAD® 10.10-6a s/n 02676 © 2020 HydroCAD Software Solutions LLC ## Pond BASIN: Biofiltration Basin ## Inflow ## Primary ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 ## Inflow Area=2.107 ac ## Peak Elev=999.61' Storage=15,287 cf 20.79 cfs 11.80 cfs ## Figures ## Existing Drainage Exhibit ## Proposed Drainage Exhibit ## Mids Existing ## Mids Proposed ## CB/MH Sizing ## EXISTING DRAINAGE ## MAP ## DA-1E ## DA-1E ## DA-1E ## NO PARKING ## PROPOSED BUILDING ## CREDIT UNION ## 5,050 SF ## CONTACT ## CENTER ## 1,780 SF ## PROPOSED BUILDING ## FFE-1007.00 ## FEE-1007.00 ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING 8 8 1.8% 1007.00 1.7% 4 4 4 4 1006.39 1006.46 1005.90 1005.65 1005.28 1004.50 1004.38 1004.22 1004.38 1003.13 1003.74 1004.59 1006.17 1006.37 1006.17 1005.24 1005.66 1004.16 1004.09 1005.12 1004.13 ??? 1005.10 1005.06 1005.40 1004.98 1004.79 1005.19 1005.70 1004.95 1004.56 1004.84 1006.63 1006.19 1006.03 1005.81 1005.72 1005.86 1006.25 1005.96 1006.72 1006.72 1006.50 1006.80 1006.32 1005.99 1005.61 1006.41 1006.41 1006.10 1006.45 1006.45 1004.67 1004.77 1004.84 1004.68 1007.00 1007.00 1007.00 1007.00 1006.26 1006.05 2.5% 1.4% 0.5% 1.3% 2.4% 1.6% 1.8% 1.4% 1.9% 1005.71 1005.70 1005.58 2.1% 1.5% 1.8% 2.1% 2.0% 1005.05 1005.31 1.5% 2.5% 1005.40 1.5% 1005.25 1.7%1.9% 1006.33 1.0% 1006.60 1.1% 1006.13 8 8 8 1.9% 1.5% 1006 1006 1005 1005 1005 1006 1005 1005 1005 1004 1006 1005 1006 1005 1003 1004 1005 1003 1004 1006 1005 1005 1005 1005 1004 5:1 1.5% 1006 1006.87 1.8% 1.9% 1.5% 1.5% 2.4% 2.4% 1.6% 1.4% 1004.05 1003.05 1.6% 1006.99 1.5% 1005 1006 88 8 8 8 8 8 8 1006.00 1005.82 8 1000 998 999 1001 1002 1003 1004 1000 998 999 1001 1002 1003 1000 998 999 1001 1002 1003 1004 997.5 998.5 997.5 998.5 998.50 997.5 998.5 1001 1002 1003 1004 1006 1004 1000 1006 1000.60 5:1 7:1 1005.17 1005.03 1004.56 1004.41 1005.82 1005.70 1005.24 1005.10 1006.82 1006.74 1005.76 1006 1006 1006 1006.62 1005 1005 2.0% 3.0% 7.0% 2.1% 2.5% 2.0% 2.2% 2.3% 1006.25 2.1% 1.8% 1006.38 5:1 10:1 5:1 ## PROPOSEED ## DRAINAGE MAP ## DA-1P ## DA-1P ## DA-2P ## DA-2P ## DA-2P ## Project Information ## Calculator Version:Version 3: January 2017 ## Project Name:Blaze Mankato Existing ## User Name / Company Name:Loucks ## Date:12/19/25 ## Project Description: ## Construction Permit?:Yes ## Site Information ## Retention Requirement (inches):1.1 ## Site's Zip Code:56001 ## Annual Rainfall (inches):30.7 ## Phosphorus EMC (mg/l):0.3 ## TSS EMC (mg/l):54.5 ## Total Site Area ## Land CoverA Soils (acres) ## B Soils (acres) ## C Soils (acres) ## D Soils (acres) ## Total (acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 2.4292.429 ## Impervious Area (acres)0.013 ## Total Area (acres)2.442 ## Site Areas Routed to BMPs ## Land CoverA Soils (acres) ## B Soils (acres) ## C Soils (acres) ## D Soils (acres) ## Total (acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 0 ## Impervious Area (acres) ## Total Area (acres)0 ## Summary Information ## Performance Goal Requirement Performance goal volume retention requirement:52ft3 Volume removed by BMPs towards performance goal:ft³ Percent volume removed towards performance goal% ## Annual Volume and Pollutant Load Reductions Post development annual runoff volume1.4266acre-ft Annual runoff volume removed by BMPs:acre-ft Percent annual runoff volume removed:% Post development annual particulate P load:0.64lbs Annual particulate P removed by BMPs:lbs Post development annual dissolved P load:0.524lbs Annual dissolved P removed by BMPs:lbs Percent annual total phosphorus removed:% Post development annual TSS load:211.5lbs ## Annual TSS removed by BMPs:lbs Percent annual TSS removed:% ## BMP Summary ## Performance Goal Summary ## BMP Name ## BMP Volume ## Capacity (ft3) ## Volume ## Recieved (ft3) ## Volume ## Retained (ft3) ## Volume ## Outflow (ft3) ## Percent Retained (%) ## Annual Volume Summary ## BMP Name ## Volume ## From Direct ## Watershed (acre-ft) ## Volume ## From ## Upstream ## BMPs (acre-ft) ## Volume ## Retained (acre-ft) ## Volume outflow (acre-ft) ## Percent ## Retained (%) ## Particulate Phosphorus Summary ## BMP Name ## Load From ## Direct ## Watershed (lbs) ## Load From ## Upstream ## BMPs (lbs) ## Load ## Retained (lbs) ## Outflow ## Load (lbs) ## Percent Retained (%) ## Dissolved Phosphorus Summary ## BMP Name ## Load From ## Direct ## Watershed (lbs) ## Load From ## Upstream ## BMPs (lbs) ## Load ## Retained (lbs) ## Outflow ## Load (lbs) ## Percent Retained (%) ## TSS Summary ## BMP Name ## Load From ## Direct ## Watershed (lbs) ## Load From ## Upstream ## BMPs (lbs) ## Load ## Retained (lbs) ## Outflow ## Load (lbs) ## Percent Retained (%) ## BMP Schematic ## Project Information ## Calculator Version:Version 3: January 2017 ## Project Name:Blaze Mankato Proposed ## User Name / Company Name:Loucks ## Date:12/19/25 ## Project Description: ## Construction Permit?:Yes ## Site Information ## Retention Requirement (inches):1.1 ## Site's Zip Code:56001 ## Annual Rainfall (inches):30.7 ## Phosphorus EMC (mg/l):0.3 ## TSS EMC (mg/l):54.5 ## Total Site Area ## Land CoverA Soils (acres) ## B Soils (acres) ## C Soils (acres) ## D Soils (acres) ## Total (acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 1.2911.291 Impervious Area (acres) 1.151 Total Area (acres) 2.442 ## Site Areas Routed to BMPs ## Land CoverA Soils (acres) ## B Soils (acres) ## C Soils (acres) ## D Soils (acres) ## Total (acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 0.9630.963 Impervious Area (acres) 1.137 ## Total Area (acres)2.1 ## Summary Information ## Performance Goal Requirement Performance goal volume retention requirement:4596ft3 Volume removed by BMPs towards performance goal:1366ft³ Percent volume removed towards performance goal30% ## Annual Volume and Pollutant Load Reductions Post development annual runoff volume3.2608acre-ft Annual runoff volume removed by BMPs:0.6212acre-ft Percent annual runoff volume removed:19% Post development annual particulate P load:1.463lbs Annual particulate P removed by BMPs:1.148lbs Post development annual dissolved P load:1.197lbs Annual dissolved P removed by BMPs:0.406lbs Percent annual total phosphorus removed:58% Post development annual TSS load:483.4lbs ## Annual TSS removed by BMPs:307.4lbs Percent annual TSS removed:64% ## BMP Summary ## Performance Goal Summary ## BMP Name ## BMP Volume ## Capacity (ft3) ## Volume ## Recieved (ft3) ## Volume ## Retained (ft3) ## Volume ## Outflow (ft3) ## Percent Retained (%) 1 - Bioretention basin (with underdrain)136645401366317430 ## Annual Volume Summary ## BMP Name ## Volume ## From Direct ## Watershed (acre-ft) ## Volume ## From ## Upstream ## BMPs (acre-ft) ## Volume ## Retained (acre-ft) ## Volume outflow (acre-ft) ## Percent ## Retained (%) 1 - Bioretention basin (with underdrain)3.041400.62122.420220 ## Particulate Phosphorus Summary ## BMP Name ## Load From ## Direct ## Watershed (lbs) ## Load From ## Upstream ## BMPs (lbs) ## Load ## Retained (lbs) ## Outflow ## Load (lbs) ## Percent Retained (%) 1 - Bioretention basin (with underdrain)1.36501.14780.217284 ## Dissolved Phosphorus Summary ## BMP Name ## Load From ## Direct ## Watershed (lbs) ## Load From ## Upstream ## BMPs (lbs) ## Load ## Retained (lbs) ## Outflow ## Load (lbs) ## Percent Retained (%) 1 - Bioretention basin (with underdrain)1.116800.40590.710936 ## TSS Summary ## BMP Name ## Load From ## Direct ## Watershed (lbs) ## Load From ## Upstream ## BMPs (lbs) ## Load ## Retained (lbs) ## Outflow ## Load (lbs) ## Percent Retained (%) 1 - Bioretention basin (with underdrain)450.850307.35143.568 ## BMP Schematic ## Project:REE APPLE VALLEYRational Storm Sewer Design Tabulation Proj #:24514APlan Date:8/5/2025 Frequency Storm (yrs) = 10 Comp By:PJDComp Date: Manning Coefficient = 0.013 Checked By:PJD Minimum Pipe Size (in.) = 12 ## Rainfall Data for Twin Cities Metro Area Only ## Intensity-Duration-Frequency Data Obtained From MNDOT cover from top pipe ## Run Description From From ToTo Area Up Sum Area Time of Pipe Time SelectedSum Intensity Q = FlowSlopePipe Select Capacity Full VelocityPipeCover Prefix#Prefix #Inlet (Acres)AreaConc.(min)(min)Tot Tc"C" CXACXA (IN/HR) Q = CAI%Dia(in.)Dia(in.) of pipe (fps)Length Up M.H. Dn M.H. Up M.H. Dn M.H. Up M.H. Dn M.H. CB 1 STMH 20.290.2910.000.4910.000.900.26 0.26 5.651.490.4510.05 12 2.393.0489 1004.09 1005.671000.26 999.86 2.66 4.64 STMH 2 STMH 30.000.2910.000.4910.490.900.00 0.26 5.541.460.459.98 12 2.393.0490 1005.67 1006.00999.86 999.45 4.64 5.38 CBMH 3 CBMH 40.000.2910.000.7910.980.900.00 0.26 5.431.430.459.90 12 2.393.04145 1006.00 1003.05999.45 998.80 5.38 3.08 CBMH 4FES 1000.440.7310.000.1611.770.900.39 0.66 5.273.460.3514.45 15 3.823.1129 1003.05 1004.00998.60 998.50 3.01 4.06 CB 5 CBMH 60.340.3410.000.8210.000.900.31 0.31 5.651.730.4510.63 12 2.393.04149 1004.13 1005.611000.25 999.58 2.71 4.86 CBMH 6 CBMH 70.230.5710.000.6810.820.900.21 0.51 5.472.800.5012.49 15 4.573.72151 1005.61 1004.05999.38 998.62 4.79 3.99 CBMH 7FES 2000.220.7910.000.1111.490.900.19 0.71 5.323.760.5013.94 15 4.573.7224 1004.05 1004.00998.62 998.50 3.99 4.06 ## Invert Elev.Rim Elevation ## DRAFT REPORT | www.transportationcollaborative.com | ## To: Pat McCann, AVP Facilities ## Blaze Credit Union ## From: Matt Pacyna, PE, Principal ## Transportation Collaborative & Consultants, LLC Date: December 22, 2025 ## Subject: Blaze Credit Union Traffic Review, Mankato, MN ## INTRODUCTION TC2 conducted a traffic review of the proposed Blaze Credit Union in the City of Mankato. The subject site is generally bound by Highway 22 to the east, Premier Drive to the west / south, and Victory Drive / CR 3 to the north. The proposed development is a 6,830 square foot credit union located on two vacant parcels within the overall Fleet Farm development area. The purpose of the traffic review is to document the site changes with respect to trip generation, site operations, and overall traffic impact to the area, as well as identify any improvements or considerations to ensure safe and efficient operations for all users. The following provides an overview of the traffic review. ## PROJECT DETAILS The proposed development is a 6,830 square foot credit union building, of which a portion (~1,780 square feet) would be an operations call center. There are three (3) drive-th ru lanes and a 16’-wide bypass lane that could also accommodate a future ATM. A total of 20 employees are anticipated at the site. Hours of operation are Monday-Thursday from 9 a.m. to 5 p.m., Friday from 9 a.m. to 6 p.m., and Saturday from 9 a.m. to 12 p.m. Two full-access driveways are planned along Premier Drive. The north access is about 175 feet south of the Fleet Farm gas station driveway and the south access is about 180 feet from the north access and almost across from the central Fleet Farm driveway; the south driveway cannot be directly aligned with Fleet Farm given the current parcel boundary. The credit union would be open for business in 2027. ## Subject Site Hwy 22 ## Fleet Farm ## Victory Dr/ CR 3 ## Premier Dr ## Blaze Credit Union Traffic Review, Mankato, MN December 22, 2025 Page 2 ## TRIP GENERATION To quantify the expected trip generation of the proposed development, an estimate was developed ## using the ITE Trip Generation Manual, 12 th Edition, which includes trips for typical weekday a.m. and p.m. peak hours, as well as daily. Given that trip generation of banks / credit unions can vary, three variables (i.e., building size, drive-thru lanes, and employees) were utilized to better define the potential range of trip generation. The trip generation summary, shown in Table 1, indicates that the proposed development is expected to generate on average 51 a.m. peak hour (30 in / 21 out), 113 p.m. peak hour (55 in / 58 out), and 610 daily site trips (305 in / 305 out). Given the credit union hours of operation, the a.m. and p.m. peak hours of the proposed development are anticipated to be 8:30 to 9:30 a.m. and 4 to 5 p.m., which are relatively similar to the peak hours of the adjacent roadways. Table 1 ## Trip Generation Summary ## Land Use Type (ITE Code) Variable ## AM Peak Hour PM Peak Hour ## Daily ## In Out In Out Drive-In Bank (912) - Building Size 6,830 SF 39 29 72 72 676 Drive-In Bank (912) - Drive-Thru Lanes 4 Lanes* 21 14 53 55 494 Drive-In Bank (912) - Employees 20 employees 31 19 41 46 656 Average Site Trips 30 21 55 58 610 * Trip Generation is based on the potential future conversion of the planned bypass lane Note that trips to banks / credit unions are often completed as part of other trips, such as going to the coffee shop, gas station, or Fleet Farm (in this instance) and are already traveling along the adjacent roadways; these trips are referred to as “pass-by” trips. ITE indicates that “pass-by” trips for “drive-in bank” type uses can range from 25 to 35% of the overall site trips. If these reductions were applied to the trip generation estimate, the resultant impact to the adjacent roadways could be 65 to 75% of the site trips shown in Table 1. However, to provide a more conservative assessment, no “pass-by” reductions were applied as part of this review. ## TRAFFIC IMPACTS Premier Drive is a 3-lane roadway with one (1) lane in each direction and a center two-way left-turn lane. This facility type has a planning level roadway capacity of nearly 15,000 vehicles per day (vpd). Existing average daily traffic (ADT) volumes along Premier Drive are estimated to range from 2,600 to 4,000 vpd. Victory Drive and Hwy 22 are both 4-lane divided roadways, which have a planning level capacity of over 28,000 vpd. Existing ADT volumes along Victory Drive and Hwy 22 are 9,100 vpd and 17,200 vpd, respectively. This information indicates th at area roadways are currently operating well under capacity. The proposed development is estimated to generate between 500 and 700 daily trips to / from the site . These trips would be distributed along Premier Drive to the north / south and eventually utilize Victory Drive and / or Hwy 22. Future ADT volumes along adjacent roadways within the study area, with the additional traffic from the proposed development, are expected to continue to be well under capacity. In addition, the peak hour site trip generation represents one (1) or two (2) additional vehicles per minute along Premier Drive; this level of peak hour trip generation is not expected to impact corridor / intersection operations or result in any significant change in area queuing. Thus, no infrastructure improvements are needed to support the proposed development from a capacity perspective. ## Blaze Credit Union Traffic Review, Mankato, MN December 22, 2025 Page 3 ## SITE PLAN REVIEW A preliminary review of the proposed site plan does not indicate any significant issues with respect to drive-thru stacking, circulation, or parking. Thus, the following site plan items are offered for consideration or further discussion: 1) There is a total of 300 feet of drive-thru stacking distance (i.e., 3-lanes at 100 feet), which can accommodate approximately 12 to 15 vehicles before queues would begin to impact site circulation. At this amount of drive-thru storage, no queuing impacts to circulation are anticipated. 2) Review proposed signage and landscaping to avoid creating any sight distance issues. 3) Confirm truck (i.e., garbage / recycling, delivery, and emergency services) maneuverability to ensure adequate circulation is provided. 30 ## FIP 41643 1005.08 31 ## FIP 41643 1004.50 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## Plotted: ## 12 /11 / 2025 2:38 PM ## W:\2025\250603\CADD DATA\SURVEY\_dwg Sheet Files\S250603-ALTA ## OUCKS ## L ## CADD QUALIFICATION ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## BLAZE ## MANKATO ## 1831 PREMIER DRIVE ## MANKATO, MN 56001 ## BLAZE CREDIT UNION ## 2025 LARPENTEUR AVENUE W ## FALCON HEIGHTS, MN 55113 ## N ## SCALE IN FEET 0 3060 ## ALTA/NSPS ## LAND TITLE ## SURVEY ## 1 OF 1 ## 12/11/25SURVEY ISSUED License No. ## Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of ## VICINITY MAP ## Field Crew ## Max L. Stanislowski - PLS ## Project Lead ## Drawn By ## Checked By Loucks Project No. Minnesota. 48988 250603 ## MLS ## SLS ## MLS ## SKS, JSS 12/11/25 (Per Schedule A of the herein referenced Title Commitment) Lot 2, Block 1, Mills Addition to Mankato, Blue Earth County, Minnesota. The North 132.30 feet of Lot 1, Block 1, Mills Addition to Mankato, Blue Earth County, Minnesota. ## DESCRIPTION OF PROPERTY SURVEYED (Per Schedule B, Part II of the herein referenced Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by ____________ Title Insurance Company, File No. _______________ , issued on ____________ , 202_ , effective date _______________ , 202_ . The numbers below correspond to those in the title commitment. # do not require comment. #. Title Exception. Summary of easement location. Shown hereon. Not shown hereon. Reasons for not being shown: As shown and labeled per plat hereon. As shown hereon along the perimeter of the property. As shown hereon near the _______________ part of the property. The easements is are blanket in nature and is not shown hereon. The location cannot be determined from the record document and is not shown hereon. The easement is not on or adjacent to the surveyed property and is not shown hereon. The easement limits access to an otherwise abutting right of way and is shown hereon. The documents is are illegible and is not shown hereon. The easement was terminated per Doc. No. _______________ (Title exception No. X). The surveyor has information indicating that it may have been released or otherwise terminated. The easement shown hereon is per a graphic depiction on an exhibit within this document. There was no observed evidence at the time of the fieldwork. The agreement is blanket in nature. The _______________ is shown hereon. Survey not provided to us. Existing features shown hereon. ## TITLE COMMITMENT EXCEPTIONS (The following items refer to Table A optional survey responsibilities and specifications) 1.Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2.The address, as disclosed in documents provided to the surveyor, obtained by the surveyor, or observed while conducting the fieldwork is 1831 Premier Drive, Mankato, Minnesota 56001. 3.This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27013C0115F, Community Panel No. 2752420115F, effective date of February 22, 2024. 4.The Gross land area is 106,367 +/- square feet or 2.44 +/- acres. 6.(a) Any zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, was researched to the best of our ability and is open to interpretation. Per the City of Mankato Zoning Map and City Code, on December 8, 2025, information for the subject property is as follows: ## Zone B-3 Highway Business District Building Setbacks: Front 15 feet, Side 6 feet, Rear 6 feet; Parking Setbacks: Front 15 feet, Side 3 feet, Rear 3 feet; ## Maximum Floor Area Ratio: 1.0; 7.(a) Exterior dimensions of all buildings are shown at ground level. 8.Substantial features observed in the process of conducting fieldwork, are shown hereon. 9.There are no striped parking stalls on this site. 11.(a) We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 253222774 & 253222784. The following utilities and municipalities were notified: ## CHARTER COMMUNICATIONS(800)811-7981CITY OF MANKATO(507)387-8600 ## JAGUAR COMMUNICATIONS(507)219-8081METRO FIBERNET, LLC(507)219-8081 ## CENTER POINT ENERGY(608)223-2014MNDOT(651)366-5750 ## XCEL ENERGY(800)848-7558ZAYO BANDWIDTH(800)961-6500 ## CONSOLIDATED COMMUNICATIONS(800)778-9140 i.Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities “private” installations that are outside their jurisdiction. These “private” utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii.Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR ## NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. ## ALTA/NSPS OPTIONAL TABLE A NOTES ## SURVEY REPORT 1.The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2.The bearings for this survey are based on the Blue Earth County Coordinate System NAD 83 (1996 Adjust). 3.Originating Benchmark: MnDOT Survey Disk #0714 J, in Mankato, 165.0 feet north of an entrance ramp from Trunk Highway 22 to Trunk Highway 14 & Trunk Highway 60 westbound, at the junction of Trunk Highway 22 and Trunk Highway 14 & Trunk Highway 60 in Mankato, at Trunk Highway 22 milepoint 52.9, 97.0 feet west of southbound Trunk Highway 22, 3.0 feet east of the fence corner at the right-of-way, 0.6 foot east of a witness post. Elevation = 1006.68 feet (NGVD29) Site Benchmark: Top nut of hydrant near the northwest corner of the site. Elevation = 1008.08 feet (NGVD29) 4.Tree diameters shown hereon are measured at breast height in inches. ## To Insured; Lender; and Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 6(a), 7(a), 8, 9 and 11(a) of Table A thereof. The field work was completed on 11/21/25. Date of Plat or Map: 12/11/25 ___________________________________________________ Max L. Stanislowski, PLS Minnesota License No. 48988 mstanislowski@loucksinc.com ## CERTIFICATION ## SITE ## DISABLED PARKING STALL ## MAPLE ## TREE (GEN) ## ASH ## LEGEND ## CATCH BASIN ## STORM SEWER ## SANITARY SEWER ## WATERMAIN ## STORM MANHOLE ## SANITARY MANHOLE ## HYDRANT ## GATE VALVE ## SPOT ELEVATION ## SIGN ## LIGHT POLE ## POWER POLE ## CONTOUR ## CONCRETE CURB ## UNDERGROUND ELECTRIC ## CONCRETE ## TELEPHONE PEDESTAL ## UNDERGROUND GAS ## ELECTRIC METER ## GAS METER ## CONIFEROUS TREE ## DECIDUOUS TREE ## GUY WIRE 1 ## SCHEDULE B II ITEM ## ELECTRIC TRANSFORMER ## HAND HOLE ## ROOF DRAIN ## FOUND 1/2 INCH IRON ## MONUMENT MARKED "41643" ## UNLESS SHOWN OTHERWISE ## SET 1/2 INCH X 14 INCH IRON ## MONUMENT, MARKED "LS 48988" ## D R A F T ## D R A F T ## D R A F T ## MAPPED WATERMAIN ## MAPPED UNDERGROUND ELECTRIC ## MAPPED UNDERGROUND GAS ## MAPPED UNDERGROUND CABLE TV ## MAPPED UNDERGROUND FIBER OPTIC ## SPRUCE ## HACKBERRY ## FOUND NAIL ## UTILITY PEDESTAL ## BUILDING SETBACK LINE ## RESTRICTED ACCESS ## CHISELED X ## PARKING SETBACK LINE 30 ## FIP 41643 1005.08 31 ## FIP 41643 1004.50 30000 ## CHK 16 USE 1004.92 16 ## TRAV MAG 1004.92 18 ## TRAV MAG 1004.69 600 ## SET CAP# 48988 29 ## FCH 1007.14 30 ## FIP 41643 1005.08 31 ## FIP 41643 1004.50 600 ## SET CAP# 48988 ## NO PARKING ## PROPOSED BUILDING ## CREDIT UNION ## 5,050 SF ## CONTACT ## CENTER ## 1,780 SF ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## Plotted: ## 01 /19 / 2026 11:42 AM ## W:\2025\250603\CADD DATA\SURVEY\_dwg Sheet Files\S250603-PPLAT ## OUCKS ## L ## CADD QUALIFICATION ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## BLAZE ## MANKATO ## ADDITION ## 1831 PREMIER DRIVE ## MANKATO, MN 56001 ## BLAZE CREDIT UNION ## 2025 LARPENTEUR AVENUE W ## FALCON HEIGHTS, MN 55113 ## N ## SCALE IN FEET 0 3060 ## PRELIMINARY ## PLAT ## 1 OF 1 ## 12/19/25PPLAT ISSUED ## 01/14/26PPLAT REVISED ## 01/19/26PPLAT REVISED License No. ## Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of ## VICINITY MAP ## Field Crew ## Max L. Stanislowski - PLS ## Project Lead ## Drawn By ## Checked By Loucks Project No. Minnesota. 48988 250603 ## MLS ## SLS ## MLS ## SKS, JSS 12/19/25 ## SITE Lot 2, Block 1, Mills Addition to Mankato, Blue Earth County, Minnesota. ## And The North 132.30 feet of Lot 1, Block 1, Mills Addition to Mankato, Blue Earth County, Minnesota. ## LEGAL DESCRIPTION ## GENERAL NOTES ## SURVEYOR: ## Loucks ## 12755 Highway 55, Suite R100 ## Plymouth, MN 55441 763-424-5505 1.Prepared December Day, 2025. 2.The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 1831 Premier Drive, Mankato, Minnesota 56001. 3.The bearings for this survey are based on the Blue Earth County Coordinate System NAD 83 (1996 Adjust). 4.Originating Benchmark: MnDOT Survey Disk #0714 J, in Mankato, 165.0 feet north of an entrance ramp from Trunk Highway 22 to Trunk Highway 14 & Trunk Highway 60 westbound, at the junction of Trunk Highway 22 and Trunk Highway 14 & Trunk Highway 60 in Mankato, at Trunk Highway 22 milepoint 52.9, 97.0 feet west of southbound Trunk Highway 22, 3.0 feet east of the fence corner at the right-of-way, 0.6 foot east of a witness post. Elevation = 1006.68 feet (NGVD29) Site Benchmark: Top nut of hydrant near the northwest corner of the site. Elevation = 1008.08 feet (NGVD29) 5.This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27013C0115F, Community Panel No. 2752420115F, effective date of February 22, 2024. 6.The field work was completed on 11/21/25. ## OWNER/DEVELOPER: ## Blaze Credit Union ## 2025 Larpenteur Avenue W ## Falcon Heights, MN 55113 651-641-2106 ## Current Zoning: B-3 Highway Business District Any zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, was researched to the best of our ability and is open to interpretation. Per the City of Mankato Zoning Map and City Code, on December 8, 2025, information for the subject property is as follows: ## Current Setbacks: Building: Front 15 feet, Side 6 feet, Rear 6 feet; Parking: Front 15 feet, Side 3 feet, Rear 3 feet; ## Maximum Floor Area Ratio: 1.0; ## ZONING INFORMATION ## Areas: Total Property Area= 106,367 +/- square feet or 2.44 +/- acres. ## SITE DATA ## DISABLED PARKING STALL ## MAPLE ## TREE (GEN) ## ASH ## LEGEND ## CATCH BASIN ## STORM SEWER ## SANITARY SEWER ## WATERMAIN ## STORM MANHOLE ## SANITARY MANHOLE ## HYDRANT ## GATE VALVE ## SPOT ELEVATION ## SIGN ## LIGHT POLE ## POWER POLE ## CONTOUR ## CONCRETE CURB ## UNDERGROUND ELECTRIC ## CONCRETE ## TELEPHONE PEDESTAL ## UNDERGROUND GAS ## ELECTRIC METER ## GAS METER ## CONIFEROUS TREE ## DECIDUOUS TREE ## GUY WIRE 1 ## SCHEDULE B II ITEM ## ELECTRIC TRANSFORMER ## HAND HOLE ## ROOF DRAIN ## FOUND 1/2 INCH IRON ## MONUMENT MARKED "41643" ## UNLESS SHOWN OTHERWISE ## SET 1/2 INCH X 14 INCH IRON ## MONUMENT, MARKED "LS 48988" ## MAPPED WATERMAIN ## MAPPED UNDERGROUND ELECTRIC ## MAPPED UNDERGROUND GAS ## MAPPED UNDERGROUND CABLE TV ## MAPPED UNDERGROUND FIBER OPTIC ## SPRUCE ## HACKBERRY ## FOUND NAIL ## UTILITY PEDESTAL ## BUILDING SETBACK LINE ## RESTRICTED ACCESS ## CHISELED X 29 ## FCH 1007.14 30 ## FIP 41643 1005.08 31 ## FIP 41643 1004.50 ## N ## SCALE IN FEET 0 3060 ## LOUCKS ## THE EAST LINE OF SECTION 9, ## TOWNSHIP 108, RANGE 26, IS ASSUMED ## TO HAVE A BEARING OF N0°00'05"W. ## 1/2 INCH X 14 INCH IRON PIPE ## MONUMENT SET, MARKED "LS 48988" ## "PK NAIL" FOUND KNOW ALL PERSONS BY THESE PRESENTS: That Blaze Credit Union, a cooperative association, fee owner of the following described property: Lot 2, Block 1, Mills Addition to Mankato, Blue Earth County, Minnesota. ## And The North 132.30 feet of Lot 1, Block 1, Mills Addition to Mankato, Blue Earth County, Minnesota. Has caused the same to be surveyed and platted as BLAZE MANKATO ADDITION and does hereby dedicate to the public for public use the public ways, and does also dedicate the drainage and utility easements as created by this plat. In witness whereof said Blaze Credit Union, a cooperative association, has caused these presents to be signed by its proper officer this _______ day of _________________________, 20______. ## BLAZE CREDIT UNION ___________________________________ ______________________________________________ ## SignaturePrinted Name, Title ## STATE OF ______________________ ## COUNTY OF ____________________ This instrument was acknowledged before me this ________ day of _________________________, 20______, by ___________________, as _________________ of Blaze Credit Union, a cooperative association, on behalf of the association. ___________________________________ ______________________________________________ ## SignaturePrinted Name, Notary ## Notary Public, _______________________ County, ______________________ ## My Commission Expires _________________________ ## SURVEYORS CERTIFICATION I Max L. Stanislowski do hereby certify that this plat of BLAZE MANKATO ADDITION was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ________ day of _________________________, 20______. ______________________________________________ ## Max L. Stanislowski, Licensed Land Surveyor ## Minnesota License No. 48988 ## STATE OF MINNESOTA ## COUNTY OF HENNEPIN This instrument was acknowledged before me this ________ day of _________________________, 20______, by Max L. Stanislowski. ___________________________________ ______________________________________________ ## SignaturePrinted Name, Notary ## Notary Public, ______________________ County, Minnesota ## My Commission Expires January 31, 20_______ ## PLANNING COMMISSION, CITY OF MANKATO, MINNESOTA Reviewed by the Planning Commission of the City of Mankato, Minnesota, on this _______day of _____________, 20____. ## City Council, City of Mankato, Minnesota ## By: ________________________________________, Chairperson ## CITY COUNCIL, CITY OF MANKATO, MINNESOTA This plat of BLAZE MANKATO ADDITION was approved and accepted by the City Council of the City of Mankato, Minnesota, at a regular meeting thereof held this ________ day of _________________________, 20______, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. ## City Council, City of Mankato, Minnesota By: ________________________________________, MayorBy: _________________________________________, Clerk ## TITLE OPINION, ATTORNEY I, _____________________, licensed attorney, State of Minnesota, do hereby certify that the owners as indicated hereon represents all ownership interest in the land encompassed by this plat. ## By: ________________________________________, Attorney ## TAXPAYER SERVICES, BLUE EARTH COUNTY, MINNESOTA I hereby certify that taxes payable in 20______ and prior years have been paid and no delinquent taxes are due for the land described on this plat, dated this ________ day of _________________________, 20______. ## By: ________________________________________, Taxpayer Services ## COUNTY RECORDER, BLUE EARTH COUNTY, MINNESOTA I hereby certify that the within plat of BLAZE MANKATO ADDITION was recorded in this office this ________ day of _________________________, 20______, at ______ o'clock _____.M. ## Blue Earth County, County RecorderBy: ________________________________________, Deputy ## SECTION 9, TOWNSHIP 108, RANGE 26, ## BLUE EARTH COUNTY, MINNESOTA ## PREMIER DR ## SITE ## VICINITY MAP ## N ## NOT TO SCALE ## (CSAH NO 3 ) ## NORTH VICTORY DR ## TRUNK HWY NO 22 ## "RIGHT OF ACCESS" DEDICATED ## TO BLUE EARTH COUNTY ## 1/2 INCH IRON PIPE MONUMENT FOUND, ## MARKED "41643" UNLESS OTHERWISE SHOWN ## Loucks Project No. 250603 ## SCALE IN FEET 0 50 ## N License No. ## Date ## I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. ## Max L. Stanislowski - PLS 48988 01/02/26 ## EXHIBIT ## Easement Vacation Description January 2, 2026 A 10.00 foot wide Drainage and Utility Easement dedicated on Lots 1 and 2, Block 1, MILLS ADDITION TO MANKATO, Blue Earth County, Minnesota, the center line of which is described as follows. Commencing at the northwest corner of said Lot 1; thence on an assumed bearing North 89 degrees 59 minutes 24 seconds East, along the north line of said Lot 1, a distance of 10.00 feet to the point of beginning of the center line to be described; thence continuing North 89 degrees 59 minutes 24 seconds East 238.92 feet to a point 10.00 feet west of the northeast corner of said Lot 1 and said center line there terminating. ## W:\2025\250603\CADD DATA\SURVEY\_dwg Sheet Files\S250603-EXH ESMT VACATION ## OUCKS ## L ## Denotes Easement Area = 2,389 +/- Sq. Ft. 1. Lighting Reflectance of 80/50/20 used unless noted otherwise 2. Interior calc points shown at 30" A.F.F. unless noted otherwise 3. Exterior calc points shown at grade unless noted otherwise 4. Emergency egress calc points shown at 0" A.F.F. 5. Photometric drawings are for Design purposes only, not for Construction documents ## P TYPES 23FT (20FT POLES ON 3FT BASES) ## Luminaire Schedule ## SymbolQtyLabelManufacturerDescriptionArrangementLum. LumensLum. WattsLLF ## Calculation Summary ## LabelCalcTypeUnitsAvgMaxMin 3P1CBEACONVP-1-160L-100-3K7-4-BCSingle6685920.900 ## Avg/MinMax/Min SITE_PlanarIlluminanceFc2.3653.40.0N.A.N.A. ## 1P1LBEACONVP-1-160L-100-3K7-3-HSS-90- ## SL ## Single9756920.900 ## 1P1RBEACONVP-1-160L-100-3K7-3-HSS-90- ## SR ## Single9756920.900 ## 1P2BBEACONVP-1-160L-100-3K7-3-UNV- ## ASQU-DBT 2 X B2B ## Back-Back12021920.900 ## 2P1BBEACONVP-1-160L-100-3K7-4F-UNV- ## ASQU-DBT ## Single11701920.900 ## 5P1BEACONVP-1-160L-100-3K7-4W-UNV- ## ASQU-DBT ## Single11946920.900 2N1BEACONVPW2-18L-30-3K7-3-UNV-DBTSingle399631.30.900 16N2BEACONVPW2-18L-50-3K7-4W-UNV-DBTSingle613852.60.900 ## 12D1PRESCOLITELFR-6RD-M-40L30K8-XW-DM1 ## WITH LFR-6RD-T-S-CL ## Single406232.60.900 ## 5C1PRESCOLITELFR-6RD-M-20L30K8-WD-DM1 ## WITH LFR-6RD-T-S-CL-EMR ## Single185414.5550.900 ## O ## N ## E ## W ## A ## Y ## D ## O ## N ## O ## T ## E ## N ## T ## E ## R ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: • Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as auto dealership, retail, commercial, and campus parking lots • Featuring two different optical technologies, Strike and Micro Strike Optics, which provide the best distribution patterns for retrofit or new construction • Rated for high vibration applications including bridges and overpasses. All sizes are rated for 1.5G • Control options including photo control, occupancy sensing, NX Lighting Controls™, LightGRID+ and 7-Pin with networked controls • New customizable lumen output feature allows for the wattage and lumen output to be customized in the factory to meet whatever specification requirements may entail • Field interchangeable mounting provides additional flexibility after the fixture has shipped ## IP65IP66 ## CONSTRUCTION • Die-cast housing with hidden vertical heat fins are optimal for heat dissipation while keeping a clean smooth outer surface • Corrosion resistant, die-cast aluminum housing with 1000 hour powder coat paint finish • External hardware is corrosion resistant ## OPTICS • Micro Strike Optics (160, 320, 480, or 720 LED counts) maximize uniformity in applications and come standard with mid-power LEDs which evenly illuminate the entire luminous surface area to provide a low glare appearance. Catalog logic found on page 2 • Strike Optics (36, 72, 108, or 162 LED counts) provide best in class distributions and maximum pole spacing in new applications with high powered LEDs. Strike optics are held in place with a polycarbonate bezel to mimic the appearance of the Micro Strike Optics so both solutions can be combined on the same application. Catalog logic found on page 3 • Silicone Strike Optics (40, 80, 120, or 180 LED counts) maximize uniformity in applications and provides the highest LPW. These include an integral gasket allowing for IP66 rating. Catalog logic found on page 4. • All optics maximize target zone illumination with minimal losses at the house-side, reducing light trespass issues. Additional backlight control shields and house side shields can be added for further reduction of illumination behind the pole • One-piece silicone gasket ensures a weatherproof seal • Zero up-light at 0 degrees of tilt • Field rotatable optics ## INSTALLATION • Mounting patterns for each arm can be found on page 11 • Optional universal mounting block for ease of installation during retrofit applications. Available as an option (ASQU) or accessory for square and round poles • All mounting hardware included ## CONTROLS (CONTINUED) • NX Lighting Controls™ available with in fixture wireless control module, features dimming and occupancy sensor • LightGRID+ available with in fixture wireless control module, features dimming and occupancy sensor. Also available in 7-pin configuration ## CERTIFICATIONS • DLC® (DesignLights Consortium Qualified), with some Premium Qualified configurations. Not all product variations listed in this document are DLC® qualified. Refer to http://www.designlights.org for the most up-to-date list. • Listed to UL1598 and CSA C22.2#250.0-24 for wet locations and 40 ̊C ambient temperatures • 1.5 G rated for ANSI C136.31 high vibration applications • Fixture is IP65 rated with Strike and Microstrike optics. Fixture is IP66 rated with Silicone Strike optics. • Meets IDA recommendations using 3K CCT configuration at 0 degrees of tilt • This product meets federal procurement law requirements under the Buy American Act (FAR 52.225-9) and Trade Agreements Act (FAR 52.225- 11). See Buy America(n) Solutions (link to https://www. currentlighting.com/resources/america-solutions). • FCC CFR Title 47 Part 15, Class A ## • IK10 (Silicone Strike Optics Only) ## WARRANTY • 5 year warranty ## INSTALLATION (CONTINUED) • Knuckle arm fitter option available for 2-3/8” OD tenon • For products with EPA less than 1 mounted to a pole greater that 20ft, a vibration damper is recommended ## ELECTRICAL • Universal 120-277 VAC or 347-480 VAC input voltage, 50/60 Hz • Ambient operating temperature -40 ̊C to 40 ̊C • Drivers have greater than 90% power factor and less than 20% THD • LED drivers have output power over-voltage, over- current protection and short circuit protection with auto recovery • Field replaceable surge protection device provides 20kA protection meeting ANSI/ IEEE C62.41.2 ## Category C High and Surge Location Category C3; Automatically takes fixture off-line for protection when device is compromised • Dual Driver option provides 2 drivers within luminaire but only one set of leads exiting the luminaire, where Dual Power Feed provides two drivers which can be wired independently as two sets of leads are extended from the luminaire. Both options cannot be combined ## CONTROLS • Photo control, occupancy sensor programmable controls, and Zigbee wireless controls available for complete on/off and dimming control • Please consult brand or sales representative when combining control and electrical options as some combinations may not operate as anticipated depending on your application • 7-pin ANSI C136.41-2013 photocontrol receptacle option available for twist lock photocontrols or wireless control modules (control accessories sold separately) • 0-10V Dimming Drivers are standard. Select CD option to have dimming leads extended outside the luminaire. Must specify if wiring leads are to be greater than the 6" standard. ## OPTICS ## SERVICE PROGRAMS ## SIZE 1 ## SIZE 3 ## SIZE 2 ## SIZE 4 ## EPA VP1 (Size 1)VP2 (Size 2)VP3 (Size 3)VP4 (Size 4) Config. ## Single ## Fixture 0.4540.5550.6550.698 Two at 180 0.9081.1101.3101.396 Two at 90 0.5830.7110.8570.948 ## Three at 90 1.0371.2661.5121.646 Three at 120 0.9431.1551.3921.680 Four at 90 1.1661.4221.7141.896 ## FEATURES ## CONTROL TECHNOLOGY ## SPECIFICATIONS 14.373 5.0 0016.756 21.756 3.4 77 5" 16.76" 14.37" 21.76" 3.48" 7.5 00 16.113 34.476 3.4 77 26.976 16.11" 26.97" 34.47" 7.5" 16.11" 34.47" 3.48" 5.0 00 21.877 14.373 26.876 3.4 77 26.88" 3.48" 5" 21.88" 14.37" 19.622 7.5 0027.980 35.476 3.4 77 7.50" 27.98" 19.62" 35.48" 3.48" 7.5" 27.98" 35.48" 19.62" 26.97" silicone ## IK10 Page 1 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## CATALOG # ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## Example: VP-SS-1-40L-75-4K7-4W-UNV-ASQU-BLT ## SILICONE STRIKE OPTIC – ORDERING GUIDE ## VP –––––––– ## SeriesOptic PlatformSizeLight EngineCCT/CRIDistributionOptic RotationVoltage ## VPViperSSStrike ## Silicone 1Size 1 2Size 2 3Size 3 4Size 4 40L-3535W, 5,500 Lumens 40L-5050W, 7,500 Lumens 40L-6565W, 10,000 Lumens 40L-8080W, 12,500 Lumens 40L-100100W, 15,000 Lumens 40L-120120W, 17,500 Lumens 40L-140140W, 20,000 Lumens 40L-170170W, 22,500 Lumens 40L-195195W, 25,000 Lumens 80L-7575W, 12,500 Lumens 80L-9090W, 15,000 Lumens 80L-105105W, 17,500 Lumens 80L-130130W, 21,000 Lumens 80L-155155W, 24,000 Lumens 80L-175175W, 27,000 Lumens 80L-205205W, 30,000 Lumens 80L-225225W, 33,000 Lumens 80L-250250W, 36,000 Lumens 80L-280280W, 40,000 Lumens 120L-190190W, 30,000 Lumens 120L-205205W, 33,000 Lumens 120L-230230W, 36,000 Lumens 120L-265265W, 40,000 Lumens 120L-295295W, 44,000 Lumens 120L-320320W, 48,000 Lumens 120L-355355W, 52,000 Lumens 120L-380380W, 55,000 Lumens 120L-420420W, 60,000 Lumens 180L-275275W, 44,000 Lumens 180L-295295W, 48,000 Lumens 180L-335335W, 52,000 Lumens 180L-360360W, 55,000 Lumens 180L-395395W, 60,000 Lumens 180L-435435W, 65,000 Lumens 180L-470470W, 70,000 Lumens 180L-510510W, 75,000 Lumens 180L-550550W, 80,000 Lumens ## 22K72200K, 70 CRI ## 27K72700K, 70 CRI ## 27K82700K, 80 CRI ## 3K73000K, 70 CRI ## 3K83000K, 80 CRI ## 35K83500K, 80 CRI ## 4K74000K, 70 CRI ## 4K84000K, 80 CRI ## 5K75000K, 70 CRI ## 5K85000K, 80 CRI 2Type 2 3Type 3 4WType 4 Wide 4FType 4 Forward 5QMType 5 Square ## Medium 5QWType 5 Square Wide ## BLANK ## No Rotation LOptic rotation left ROptic rotation right ## UNV120- ## 277V ## 120120V ## 208208V ## 240240V ## 277277V ## 347347V ## 480480V Page 2 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ––– ## MountingColorOptionsNetwork Control Options ## B LTBlack Matte ## Textured ## BLSBlack Gloss ## Smooth ## DBTDark Bronze ## Matte Textured ## DBSDark Bronze ## Gloss Smooth ## GTTGraphite Matte ## Textured ## LGSLight Grey ## Gloss Smooth ## LGTLight Grey ## Gloss Textured ## PSSPlatinum Silver ## Smooth ## WHTWhite Matte ## Textured ## WHSWhite Gloss ## Smooth ## VGTVerde Green ## Textured ## Color Option ## CCCustom Color ## BCBacklight Control (3%) ## MBCMax Backlight Control (1.5%) ## LCCLeft Corner ## Control ## RCCRight Corner ## Control ## FFusing ## EBattery ## Backup 1,2,7,8,9 2PFDual Power ## Feed 2DRDual Driver ## TETooless Entry ## TBTerminal Block ## CDCustomer ## Dimming ## LSLumen Switch 1 – Items with a grey background can be done as a custom order. Contact brand representative for more information 2 – Battery temperature rating -20C to 55C 3 – Replace “_” with “3” for 2.75”-4.13” OD pole, “4” for 4.18”-5.25” OD pole, “5” for 5.5”-6.5” OD pole 4 – Networked Controls cannot be combined with other control options 5 – Not available with 2PF option 6 – Not available with 480V 7 – Not available with 347 or 480V 8 – Not available with Dual Driver option 9 – Only available in Size 1 housing, up to 105 Watts 10 – Some voltage restrictions may apply when combined with controls 11 – At least one SCPREMOTE required to program SCP motion sensor. Must select 8ft or 40ft. 12 - Please refer to page 8 for AutoDim ordering guide 13 - BTSO and BTS are only compatible at 50W or greater. ## A Arm mount for square pole/flat surface ## A_ Arm mount for round pole 3 ## ASQU Universal arm mount for square pole ## A_U Universal arm mount for round pole 3 ## AAU Adjustable arm for pole mounting (universal drill pattern) ## AA_U Adjustable arm mount for round pole 3 ## ADU Decorative upswept Arm (universal drill pattern) ## AD_U Decorative upswept arm mount for round pole 3 ## MAF Mast arm fitter for 2-3/8" OD horizontal arm ## K ## Knuckle ## T ## Trunnion WBWall Bracket, horizontal tenon with ## MAF WMWall mount bracket with decorative upswept arm WAWall mount bracket with adjustable arm ## NXWS16FNX Networked Wireless Enabled Integral NXSMP2-LMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,4,5 ## NXWS40FNX Networked Wireless Enabled Integral NXSMP2-HMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,4,5 ## NXWNX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without Sensor 4,5 ## WIR ## LightGRID+ In-Fixture Module 4,5 ## WIRSC ## LightGRID+ Module and Occupancy Sensor 4,5 ## Stand Alone Sensors ## BTS-14F ## Bluetooth ## ® Programmable, BTSMP-LMO PIR Occupancy Sensor with ## Automatic Dimming Photocell and 360° Lens 13 ## BTS-40F ## Bluetooth ## ® Programmable, BTSMP-HMO PIR Occupancy Sensor with ## Automatic Dimming ® Photocell and 360° Lens 13 ## BTSO-12F ## Bluetooth ## ® Programmable, BTSMP-OMNI-O PIR Occupancy Sensor with ## Automatic Dimming Photocell and 360° Lens 13 ## 7PR 7-Pin Receptacle 4 ## 7PR-SC 7-Pin Receptacle with shorting cap 4 7PR-TL7-Pin PCR with photocontrol ## 3PR 3-Pin twist lock 4 ## 3PR-SC 3-Pin receptacle with shorting cap 4 ## 3PR-TL 3-Pin PCR with photocontrol 4 ## Programmed Controls ## SCP-_F Sensor Control Programmable, 8F or 40F 11 ## ADD ## AutoDim Timer Based Dimming 12 ## ADT ## AutoDim Time of Day Dimming 12 ## SILICONE STRIKE OPTIC – ORDERING GUIDE (CONTINUED) Page 3 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## CATALOG # ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## VP –––––––– ## SeriesOptic PlatformSizeLight EngineCCT/CRIDistributionOptic RotationVoltage ## VPViperMicro Strike 1Size 1 2Size 2 3Size 3 4Size 4 ## 160L-35 6 5500 lumens ## 160L-50 6 7500 lumens 160L-7510000 lumens 160L-10012500 lumens 160L-11515000 lumens 160L-13518000 lumens 160L-16021000 lumens 320L-14521000 lumens 320L-17024000 lumens 320L-18527000 lumens 320L-21030000 lumens 320L-23533000 lumens 320L-25536000 lumens ## 320L-315 6 40000 lumens 480L-28540000 lumens 480L-32044000 lumens 480L-34048000 lumens 480L-39052000 lumens 480L-42555000 lumens 480L-47060000 lumens 720L-43560000 lumens 720L-47565000 lumens 720L-51570000 lumens ## 720L-565 6 75000 lumens ## 720L-600 6 80000 lumens ## CLO ## Custom Lumen Output 1 ## APAP-Amber ## Phosphor ## Converted ## 27K82700K, ## 80 CRI ## 3K73000K, ## 70 CRI ## 3K83000K, ## 80 CRI ## 35K83500K, ## 80 CRI ## 3K93000K, ## 90 CRI ## 4K74000K, ## 70 CRI ## 4K84000K, ## 80 CRI ## 4K94000K, ## 90 CRI ## 5K75000K, ## 70 CRI ## 5K85000K, ## 80 CRI 2Type 2 3Type 3 4FType 4 ## Forward 4WType 4 ## Wide 5QWType 5 ## Square ## Wide ## BLANK ## No Rotation ## LOptic rotation left ## ROptic rotation right ## UNV120-277V ## 120120V ## 208208V ## 240240V ## 277277V ## 347347V ## 480480V ––– ## MountingColorOptionsNetwork Control Options AArm mount for square pole/flat surface (B3 Drill Pattern) (Does not include round pole adapter) A_Arm mount for round pole 2 ASQUUniversal arm mount for square pole. ## Can be used with B3 or S2 Drill Pattern A_UUniversal arm mount for round pole 2 AAUAdjustable arm for pole mounting (universal drill pattern) AA_UAdjustable arm mount for round pole 2 ADUDecorative upswept Arm (universal drill pattern) AD_UDecorative upswept arm mount for round pole 2 MAFMast arm fitter for 2-3/8" OD horizontal arm ## KKnuckle ## TTrunnion WBWall Bracket, horizontal tenon with MAF WMWall mount bracket with decorative upswept arm WAWall mount bracket with adjustable arm ## B LTBlack Matte ## Textured ## BLSBlack Gloss ## Smooth ## DBTDark Bronze ## Matte Textured ## DBSDark Bronze ## Gloss Smooth ## GTTGraphite Matte ## Textured ## LGSLight Grey ## Gloss Smooth ## LGTLight Grey ## Gloss Textured ## PSSPlatinum Silver ## Smooth ## WHTWhite Matte ## Textured ## WHSWhite Gloss ## Smooth ## VGTVerde Green ## Textured ## Color Option ## CCCustom Color ## FFusing 2PFDual Power ## Feed 2DRDual Driver ## TETooless Entry ## BCBacklight ## Control 8 ## TBTerminal Block ## CDCustomer ## Dimming ## NXWS16FNX Networked Wireless Enabled Integral NXSMP2-LMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,3,4 ## NXWS40FNX Networked Wireless Enabled Integral NXSMP2-HMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,3,4 ## NXWNX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without Sensor 3,4 ## WIR ## LightGRID+ In-Fixture Module 3,4 ## WIRSCLightGRID+ Module and Occupancy Sensor 3,4 ## Stand Alone Sensors ## BTS-14F ## Bluetooth ## ® Programmable, BTSMP-LMO PIR Occupancy Sensor with ## Automatic Dimming Photocell and 360° Lens ## BTS-40F ## Bluetooth ## ® Programmable, BTSMP-HMO PIR Occupancy Sensor with ## Automatic Dimming Photocell and 360° Lens ## BTSO-12F ## Bluetooth ## ® Programmable, BTSMP-OMNI-O PIR Occupancy Sensor with ## Automatic Dimming Photocell and 360° Lens ## 7PR 7-Pin Receptacle 4 ## 7PR-SC 7-Pin Receptacle with shorting cap 4 7PR-TL7-Pin PCR with photocontrol ## 3PR 3-Pin twist lock 4 ## 3PR-SC 3-Pin receptacle with shorting cap 4 ## 3PR-TL 3-Pin PCR with photocontrol 4 ## Programmed Controls ## SCP-_F Sensor Control Programmable, 8F or 40F 9 ## ADD ## AutoDim Timer Based Dimming 10 ## ADT ## AutoDim Time of Day Dimming 10 1 – Items with a grey background can be done as a custom order. Contact brand representative for more information 2 – Replace “_” with “3” for 2.75”-4.13” OD pole, “4” for 4.18”-5.25” OD pole, “5” for 5.5”-6.5” OD pole 3 – Networked Controls cannot be combined with other control options 4 – Not available with 2PF option 5 – Not available with Dual Driver option 6 – Some voltage restrictions may apply when combined with controls 7 – Not available with 480V 8 – BC not available on 4F and type 5 distributions 9 – At least one SCPREMOTE required to program SCP motion sensor. Must select 8ft or 40ft. 10 - Please refer to page 8 for AutoDim ordering guide ## Example: VP–2–320L-145–3K7–2–R–UNV–A3–BLT ## = Service Program Limit of 15 luminaires ## Gray Shading ## MICROSTRIKE OPTICS – ORDERING GUIDE Page 4 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## CATALOG # ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## Example: VP–ST–1–36L-39–3K7–2–UNV–A–BLT ## VP –––––––– ## SeriesOptic PlatformSizeLight EngineCCT/CRIDistributionOptic RotationVoltage ## VPViperSTStrike 1Size 1 2Size 2 3Size 3 4Size 4 ## 36L-39 8 5500 lumens ## 36L-55 8 7500 lumens 36L-8510000 lumens 36L-10512500 lumens 36L-12014000 lumens 72L-11515000 lumens 72L-14518000 lumens 72L-18021000 lumens 72L-21024000 lumens 72L-24027000 lumens ## 108L-215 8 27000 lumens 108L-25030000 lumens 108L-28033000 lumens 108L-32536000 lumens 108L-36540000 lumens 162L-32040000 lumens ## 162L-365 10 44000 lumens 162L-40548000 lumens 162L-44552000 lumens 162L-48555000 lumens ## 162L-545 8 60000 lumens ## CLO Custom Lumen ## Output 1 ## AMmonochromatic amber, 595nm ## 27K82700K, 80 CRI ## 3K73000K, 70 CRI ## 3K83000K, 80 CRI ## 3K93000K, 90 CRI ## 35K83500K, 80 CRI ## 4K74000K, 70 CRI ## 4K84000K, 80 CRI ## 4K94000K, 90 CRI ## 5K75000K, 70 CRI ## 5K85000K, 80 CRI ## FRAuto Front Row 2Type 2 3Type 3 4FType 4 Forward 4WType 4 Wide 5QNType 5 Square ## Narrow 5QWType 5 Square Wide 5QMType 5 Square ## Medium 5WType 5 Wide (Round) 5RWType 5 Rectangular ## CCorner Optic ## TCTennis Court Optic ––– ## MountingColorOptionsNetwork Control Options ## B LTBlack Matte ## Textured ## BLSBlack Gloss ## Smooth ## DBTDark Bronze ## Matte Textured ## DBSDark Bronze ## Gloss Smooth ## GTTGraphite Matte ## Textured ## LGSLight Grey ## Gloss Smooth ## LGTLight Grey ## Gloss Textured ## PSSPlatinum Silver ## Smooth ## WHTWhite Matte ## Textured ## WHSWhite Gloss ## Smooth ## VGTVerde Green ## Textured ## Color Option ## CCCustom Color ## FFusing ## EBattery ## Backup 1,2,7,8,9 2PFDual Power ## Feed 2DRDual Driver ## TETooless Entry ## BCBacklight ## Control ## TBTerminal Block ## CDCustomer ## Dimming 1 – Items with a grey background can be done as a custom order. Contact brand representative for more information 2 – Battery temperature rating -20C to 55C 3 – Replace “_” with “3” for 2.75”-4.13” OD pole, “4” for 4.18”-5.25” OD pole, “5” for 5.5”-6.5” OD pole 4 – Networked Controls cannot be combined with other control options 5 – Not available with 2PF option 6 – Not available with 480V 7 – Not available with 347 or 480V 8 – Not available with Dual Driver option 9 – Only available in Size 1 housing, up to 105 Watts 10 – Some voltage restrictions may apply when combined with controls 11 – At least one SCPREMOTE required to program SCP motion sensor. Must select 8ft or 40ft. 12 - Please refer to page 8 for AutoDim ordering guide ## A Arm mount for square pole/flat surface ## A_ Arm mount for round pole 3 ## ASQU Universal arm mount for square pole ## A_U Universal arm mount for round pole 3 ## AAU Adjustable arm for pole mounting (universal drill pattern) ## AA_U Adjustable arm mount for round pole 3 ## ADU Decorative upswept Arm (universal drill pattern) ## AD_U Decorative upswept arm mount for round pole 3 ## MAF Mast arm fitter for 2-3/8" OD horizontal arm ## K ## Knuckle ## T ## Trunnion WBWall Bracket, horizontal tenon with ## MAF WMWall mount bracket with decorative upswept arm WAWall mount bracket with adjustable arm ## BLANK ## No Rotation LOptic rotation left ROptic rotation right ## UNV120- ## 277V ## 120120V ## 208208V ## 240240V ## 277277V ## 347347V ## 480480V ## NXWS16FNX Networked Wireless Enabled Integral NXSMP2-LMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,4,5 ## NXWS40FNX Networked Wireless Enabled Integral NXSMP2-HMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,4,5 ## NXWNX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without Sensor 4,5 ## WIR ## LightGRID+ In-Fixture Module 4,5 ## WIRSC ## LightGRID+ Module and Occupancy Sensor 4,5 ## Stand Alone Sensors ## BTS-14F ## Bluetooth ## ® Programmable, BTSMP-LMO PIR Occupancy Sensor with ## Automatic Dimming Photocell and 360° Lens ## BTS-40F ## Bluetooth ## ® Programmable, BTSMP-HMO PIR Occupancy Sensor with ## Automatic Dimming ® Photocell and 360° Lens ## BTSO-12F ## Bluetooth ## ® Programmable, BTSMP-OMNI-O PIR Occupancy Sensor with ## Automatic Dimming Photocell and 360° Lens ## 7PR 7-Pin Receptacle 4 ## 7PR-SC 7-Pin Receptacle with shorting cap 4 7PR-TL7-Pin PCR with photocontrol ## 3PR 3-Pin twist lock 4 ## 3PR-SC 3-Pin receptacle with shorting cap 4 ## 3PR-TL 3-Pin PCR with photocontrol 4 ## Programmed Controls ## SCP-_F Sensor Control Programmable, 8F or 40F 11 ## ADD ## AutoDim Timer Based Dimming 12 ## ADT ## AutoDim Time of Day Dimming 12 ## STRIKE OPTIC – ORDERING GUIDE Page 5 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## Current Control Solutions — Accessories (Sold Separately) ## NX Lighting Controls ## NXOFM2- ## 1R1D-UNV ## On-fixture Module (7-pin), On / Off / Dim, ## Daylight Sensor with NX Radio and ## Bluetooth® Radio, 120–480VAC ## LightGRID+ Lighting Control WIR-RME-LOn-fixture Module (7-pin or 5-pin), ## On / Off / Dim, Daylight Sensor with ## LightGRID+ Radio, 110–480VAC SCP-REMOTERemote Control for SCP/_F option. Order at least one per project to program and control the occupancy sensor For additional information related to these accessories please visit currentlighting.com/beacon. Options provided for use with integrated sensor, please view specification sheet ordering information table for details. ## CATALOG # –– ## Accessory TypeSizeOption ## SHDHouse ## Side ## Shield ## MTG ## Mounting 1Size 1 2Size 2 3Size 3 4Size 4 ## HSS-90-BHouse Side Shield 90º Back ## HSS-90-FHouse Side Shield 90º Front ## HSS-90-SHouse Side Shield 90º Side ## HSS-270-BSSHouse Side Shield 270º Back/Side/Side ## HSS-270-FSSHouse Side Shield 270º Front/Side/Side ## HSS-270-FSBHouse Side Shield 270º Front/Side/Back ## HSS-360House Side Shield 360º ## BCBack Light Control AArm Mount for square pole/flat surface ASQUUniversal Arm Mount for square pole AAUAdjustable Arm for pole mounting ## ADUDecorative upswept Arm ## RPARound Pole Adapter ## MAFMast Arm Fitter for 2-3/8" OD horizontal arm ## KKnuckle ## TTrunnion WBWall Bracket (compatible with universal arm mounts) – ## Color ## BLSBlack ## Gloss Smooth ## B LTBlack ## Matte Textured ## DBSDark Bronze ## Gloss Smooth ## DBTDark Bronze ## Matte Textured ## GTTGraphite ## Matte Textured ## LGSLight Gray ## Gloss Smooth ## PSSPlatinum Silver ## Smooth ## WHSWhite ## Gloss Smooth ## WHTWhite ## Matte Textured ## VGTGreen Landscape ## Decorative ## LEGLegacy Colors ## Color Option ## CCCustom Color – ## Accessory TypeOption ## MSC ## Miscellaneous ## BIRD SPKBird Spike ## ORDERING GUIDE (CONT'D) Page 6 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## VIPER POLE EXPRESS COMBO – ORDERING GUIDE ## Catalog NumberPole Single or ## Double Head ## FixtureLumens*WattageDistributionCCT/CRIMountingFinish VP-1-160-4K-3-LS-S2020' Square Straight SteelSingleVP-1-160-4K-3-LS19584158WType 34000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-4K-3-LS-S20-2X20' Square Straight SteelDoubleVP-1-160-4K-3-LS19584158WType 34000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-4K-4F-LS-S2020' Square Straight SteelSingleVP-1-160-4K-4F-LS19426158WType 4F4000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-4K-4F-LS-S20-2X20' Square Straight SteelDoubleVP-1-160-4K-4F-LS19426158WType 4F4000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-4K-3-LS-S2525' Square Straight SteelSingleVP-1-160-4K-3-LS19584158WType 34000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-4K-3-LS-S25-2X25' Square Straight SteelDoubleVP-1-160-4K-3-LS19584158WType 34000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-4K-4F-LS-S2525' Square Straight SteelSingleVP-1-160-4K-4F-LS19426158WType 4F4000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-4K-4F-LS-S25-2X25' Square Straight SteelDoubleVP-1-160-4K-4F-LS19426158WType 4F4000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-5K-3-LS-S2020' Square Straight SteelSingleVP-1-160-5K-3-LS19499158WType 35000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-5K-3-LS-S20-2X20' Square Straight SteelDoubleVP-1-160-5K-3-LS19499158WType 35000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-5K-4F-LS-S2020' Square Straight SteelSingleVP-1-160-5K-4F-LS19186158WType 4F5000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-5K-4F-LS-S20-2X20' Square Straight SteelDoubleVP-1-160-5K-4F-LS19186158WType 4F5000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-5K-3-LS-S2525' Square Straight SteelSingleVP-1-160-5K-3-LS19499158WType 35000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-5K-3-LS-S25-2X25' Square Straight SteelDoubleVP-1-160-5K-3-LS19499158WType 35000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-5K-4F-LS-S2525' Square Straight SteelSingleVP-1-160-5K-4F-LS19186158WType 4F5000K/70CRIUniversal ArmDark Bronze Textured VP-1-160-5K-4F-LS-S25-2X25' Square Straight SteelDoubleVP-1-160-5K-4F-LS19186158WType 4F5000K/70CRIUniversal ArmDark Bronze Textured ## VIPER POLE EXPRESS COMBO – STOCK LUMINAIRE SKUS ## VIPER POLE EXPRESS COMBO – ACCESSORIES ## Catalog NumberLumensLPWDistributionWattageCCT/CRIVoltageMountingFinish ## VP-1-160-4K-3-LS19584123.93 158W4000K/70CRI120-277VUniversal Arm with RPA (A3U)Dark Bronze Textured VP-1-160-4K-4F-LS19426122.94F 158W4000K/70CRI120-277VUniversal Arm with RPA (A3U)Dark Bronze Textured ## VP-1-160-5K-3-LS19499123.43 158W5000K/70CRI120-277VUniversal Arm with RPA (A3U)Dark Bronze Textured VP-1-160-5K-4F-LS19186121.44F 158W5000K/70CRI120-277VUniversal Arm with RPA (A3U)Dark Bronze Textured ++ ## Catalog NumberDescription VM14DBVibration Dampener, mounts to top of pole for reduced vibration ## VM14DB Page 7 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## OUTDOOR LIGHTING CONTROLS OPTIONSCONTROLS FUNCTIONALITY ## Occupancy SensorEnabled ## Occupancy Sensor Sensitivity7 ## Occupancy Sensor Timeout15 Minutes ## Occupied Dim Level100% ## Unoccupied Dim Level0% ## Daylight SensorDisabled ## BluetoothEnabled ## 2.4GHz Wireless MeshOn ## "Passcode Factory Passcode: HubbN3T!"Enabled ## Occupancy SensorEnabled ## Occupancy Sensor Sensitivity7 ## Occupancy Sensor Timeout8 Minutes ## Occupied Dim Level100% ## Unoccupied Dim Level50% ## Daylight SensorDisabled ## DEFAULT SETTINGS ## NX Wireless ## Stand Alone ## Sensor Lens Coverage and Detection Patterns When Mounted at 40ft and 45ft with Standard Lens ## NXSMP2-HMO ## 45' Indoor Mounting Height ## 30' Outdoor Mounting Height 56' at 40' Mounting Height 63' at 45' Mounting Height ## 40' Outdoor Mounting Height ## 45' Intdoor Mounting Height ## Sensor Lens Coverage and Detection Patterns ## When Mounted at 8ft with Low Mount Lens ## NXSMP2-LMO 24' 48 ' 0 8 24241818121288404 ## Sensor Lens Coverage and Detection Patterns ## When Mounted at 8ft with Low Mount Lens ## NXSMP2-LMO 24' 48 ' 0 8 24241818121288404 ## Minor Motion ## Major Motion ## NXSMP2-OMNI 12' (3.7m) 22' (6.7m) ## Minor Motion ## Major Motion ## NXSMP2-OMNI 12' (3.7m) 22' (6.7m) ## NX WIRELESS COVERAGE PATTERNS ## Control Option Ordering ## Logic & Description ## Control Option Functionality ## Control Option ## Components ## NetworkableGroupingScheduling ## Occupancy/ ## Motion ## Daylight ## Harvesting ## 0-10V DimmingOn/Off Control ## Bluetooth App ## Programming ## Sensor ## Height ## NX Wireless ## LightGRID+ ## Independent ## WIR ## LightGRID+ In-Fixture Module ✓-✓--✓✓ ## Gateway - ## WIR ## WIRSC ## LightGRID+ Module and ## Occupancy Sensor ✓✓✓✓✓✓✓ Gateway14ft - 40ftBTMSP ## NXOFM2-1R1D-UNV ## NX 7-Pin Twist-Lock® with NX ## Networked Wireless Radio, ## Integral Automatic Dimming ## Photocell, Integral Single ## Pole Relay with Dimming, and ## Bluetooth Programming ✓✓✓ Paired with external control ✓✓✓✓- ## NXOFM-1R1D-UV ## NXW ## NX Networked Wireless Radio ## Module NXRM2 and Bluetooth ## Programming, without Sensor ✓✓✓--✓✓✓- ## NXRM2-H ## NXWS12F ## NX Networked Wireless Enabled ## Integral NXSMP2-OMNI-O PIR ## Occupancy Sensor with Automatic ## Dimming Photocell and Bluetooth ## Programming ✓✓✓✓✓✓✓✓ 12ftNXSMP2-OMNI-O ## NXWS16F ## NX Networked Wireless Enabled ## Integral NXSMP2-LMO PIR ## Occupancy Sensor with Automatic ## Dimming Photocell and Bluetooth ## Programming ✓✓✓✓✓✓✓✓ 16ftNXSMP2-LMO ## NXWS40F ## NX Networked Wireless Enabled ## Integral NXSMP2-HMO PIR ## Occupancy Sensor with Automatic ## Dimming Photocell and Bluetooth ## Programming ✓✓✓✓✓✓✓✓ 40ftNXSMP2-HMO ## BTSO-12F ## Bluetooth® Programmable, ## BTSMP-OMNI-O PIR Occupancy ## Sensor with Automatic Dimming Photocell and 360° Lens ---✓✓✓✓✓ 12ftBTSMP-OMNI-O ## BTS-14F ## Bluetooth® Programmable, ## BTSMP-LMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and 360° Lens ---✓✓✓✓✓ 14ftBTSMP-LMO ## BTS-40F ## Bluetooth® Programmable, ## BTSMP-HMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and 360° Lens ---✓✓✓✓✓ 40ftBTSMP-HMO ## WIR-RME-L ## LightGRID+ On Fixture Module ✓-✓--✓✓ ## Gateway - ## WIR-RME-L Page 8 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## COVERAGE PATTERNS FOR SCP_F ## Wattstopper ® ## FSP-Lx Lens Modules for FSP-2xx Series PIR Occupancy Sensors ## Lens Coverage Guide No: 24226 – 08/16 rev. 1 ## Catalog Number: FSP-L2/FSP-L3/FSP-L7 ## Country of Origin: Made in China ## SPECIFICATIONS Operating Temperature- ....................40° to 167°F (-40° to 75°C IP Rating when mounted to outdoor rated fixture ................IP-66 ## DESCRIPTION AND OPERATION The FSP-2xx occupancy sensor is modular, consisting of two parts, a Sensor Module and a Lens. The Sensor Module is selected according to the type of power available in the installation, and the desired operational features. The Lens is selected based on the coverage desired for the sensor application. Lens modules are IP-66 rated when combined with an FSP-2xx sensor mounted to an outdoor rated fixture. Sensors must directly “see” motion of an occupant to detect them, so careful consideration must be given to sensor placement. Avoid placing the sensor where shelving or other obstructions may block the sensor’s line of sight. The FSP-L2, FSP-L3, and FSP-L7 have multi-cell, multi-tier Fresnel lenses with a 360° view. This document describes the coverage patterns available with each lens. Coverages shown in the diagrams are maximum, measured in linear feet. They represent coverage for full-step walking motion, with no barriers or obstacles. ## Passive Infrared Sensing in Warehouses Warehouses can have ambient temperature variations that may affect sensor detection and coverage areas. High temperatures at the covered area (above 89-92°F) reduce the detection zone of the sensor. Consider adding more sensors if the ambient temperatures are expected to be high. Additionally, high floor level temperature may require larger movement for detection. In some cases, sensors mounted above 40’ may only detect large heat signatures such as forklift trucks. See the Sensor Module Installation Instructions for a complete description of the assembled unit installation, wiring, and safety information. 2.33” 59.2mm 0.78” 19.7mm ## FSP-L2: 360° Coverage The FSP-L2 is designed for mounting at heights between 8' to 12'. It provides a 48' diameter coverage area when mounted at a height of 8', or a 72' diameter coverage area at 12'. 0'3'9'6'3'6'9'12'12' 10' 20' 0 15' ## Ceiling 5' 15'18'20'15'18'20' ' 20'10'0'10'20' 0' 20' 10' 10' 20' 40 ft 2.33" 59.2mm 0.78" 19.7mm 30' 20 ' 10' 10' 20' 0' 10'0'10'20' 20' 60 ft ## FSP-L3: 360° Coverage The FSP-L3 has a high density lens that covers a 40' diameter area at a height of 20'. 0' 8' 0'3'3'7'7'11'11'24'24' Coverage Top View @ 12ft.Coverage Top View @ 20 ft. ## Coverage Side View ## Coverage Side View 800.879.8585 www.legrand.us/wattstopper No. 24226 – 08/16 rev. 1 © Copyright 2016 Legrand All Rights Reserved. © Copyright 2016 Tous droits réservés Legrand. © Copyright 2016 Legrand Todos los derechos reservados. Wattstopper warranties its products to be free of defects in materials and workmanship for a period of five (5) years. There are no obligations or liabilities on the part of Wattstopper for consequential damages arising out of, or in connection with, the use or performance of this product or other indirect damages with respect to loss of property, revenue or profit, or cost of removal, installation or reinstallation. Wattstopper garantit que ses produits sont exempts de défauts de matériaux et de fabrication pour une période de cinq (5) ans. Wattstopper ne peut être tenu responsable de tout dommage consécutif causé par ou lié à l’utilisation ou à la performance de ce produit ou tout autre dommage indirect lié à la perte de propriété, de revenus, ou de profits, ou aux coûts d’enlèvement, d’installation ou de réinstallation. Wattstopper garantiza que sus productos están libres de defectos en materiales y mano de obra por un período de cinco (5) años. No existen obligaciones ni responsabilidades por parte de Wattstopper por daños consecuentes que se deriven o estén relacionados con el uso o el rendimiento de este producto u otros daños indirectos con respecto a la pérdida de propiedad, renta o ganancias, o al costo de extracción, instalación o reinstalación. ## WARRANTY INFORMATIONINFORMATIONS RELATIVES À LA GARANTIEINFORMACIÓN DE LA GARANTÍA 3.2" 81.3mm 1.04" 26.4mm ## FSP‑L7: 360° Coverage The FSP-L7 has a lens that covers a 100' diameter area at a height of 40'. 0' 10'10' 20'20'30'30'40'40' 0' 27' 40' 50'50' 15' ## Coverage Top View @40ft ## Coverage Side View 50'25'0'25'50' 0' 50' 25' 25' 50' 100' ## Wattstopper ® ## FSP-Lx Lens Modules for FSP-2xx Series PIR Occupancy Sensors ## Lens Coverage Guide No: 24226 – 08/16 rev. 1 ## Catalog Number: FSP-L2/FSP-L3/FSP-L7 ## Country of Origin: Made in China ## SPECIFICATIONS Operating Temperature- ....................40° to 167°F (-40° to 75°C IP Rating when mounted to outdoor rated fixture ................IP-66 ## DESCRIPTION AND OPERATION The FSP-2xx occupancy sensor is modular, consisting of two parts, a Sensor Module and a Lens. The Sensor Module is selected according to the type of power available in the installation, and the desired operational features. The Lens is selected based on the coverage desired for the sensor application. Lens modules are IP-66 rated when combined with an FSP-2xx sensor mounted to an outdoor rated fixture. Sensors must directly “see” motion of an occupant to detect them, so careful consideration must be given to sensor placement. Avoid placing the sensor where shelving or other obstructions may block the sensor’s line of sight. The FSP-L2, FSP-L3, and FSP-L7 have multi-cell, multi-tier Fresnel lenses with a 360° view. This document describes the coverage patterns available with each lens. Coverages shown in the diagrams are maximum, measured in linear feet. They represent coverage for full-step walking motion, with no barriers or obstacles. ## Passive Infrared Sensing in Warehouses Warehouses can have ambient temperature variations that may affect sensor detection and coverage areas. High temperatures at the covered area (above 89-92°F) reduce the detection zone of the sensor. Consider adding more sensors if the ambient temperatures are expected to be high. Additionally, high floor level temperature may require larger movement for detection. In some cases, sensors mounted above 40’ may only detect large heat signatures such as forklift trucks. See the Sensor Module Installation Instructions for a complete description of the assembled unit installation, wiring, and safety information. 2.33” 59.2mm 0.78” 19.7m m ## FSP-L2: 360° Coverage The FSP-L2 is designed for mounting at heights between 8' to 12'. It provides a 48' diameter coverage area when mounted at a height of 8', or a 72' diameter coverage area at 12'. 0'3'9'6'3'6'9'12'12' 10' 20' 0 15' ## Ceiling 5' 15'18'20'15'18'20' ' 20'10'0'10'20' 0' 20' 10' 10' 20' 40 ft 2.33" 59.2mm 0.78" 19.7m m 30' 20 ' 10' 10' 20' 0' 10'0'10'20' 20' 60 ft ## FSP-L3: 360° Coverage The FSP-L3 has a high density lens that covers a 40' diameter area at a height of 20'. 0' 8' 0'3'3'7'7'11'11'24'24' Coverage Top View @ 12ft.Coverage Top View @ 20 ft. ## Coverage Side View ## Coverage Side View ## Wattstopper ® ## FSP-Lx Lens Modules for FSP-2xx Series PIR Occupancy Sensors ## Lens Coverage Guide No: 24226 – 08/16 rev. 1 ## Catalog Number: FSP-L2/FSP-L3/FSP-L7 ## Country of Origin: Made in China ## SPECIFICATIONS Operating Temperature- ....................40° to 167°F (-40° to 75°C IP Rating when mounted to outdoor rated fixture ................IP-66 ## DESCRIPTION AND OPERATION The FSP-2xx occupancy sensor is modular, consisting of two parts, a Sensor Module and a Lens. The Sensor Module is selected according to the type of power available in the installation, and the desired operational features. The Lens is selected based on the coverage desired for the sensor application. Lens modules are IP-66 rated when combined with an FSP-2xx sensor mounted to an outdoor rated fixture. Sensors must directly “see” motion of an occupant to detect them, so careful consideration must be given to sensor placement. Avoid placing the sensor where shelving or other obstructions may block the sensor’s line of sight. The FSP-L2, FSP-L3, and FSP-L7 have multi-cell, multi-tier Fresnel lenses with a 360° view. This document describes the coverage patterns available with each lens. Coverages shown in the diagrams are maximum, measured in linear feet. They represent coverage for full-step walking motion, with no barriers or obstacles. ## Passive Infrared Sensing in Warehouses Warehouses can have ambient temperature variations that may affect sensor detection and coverage areas. High temperatures at the covered area (above 89-92°F) reduce the detection zone of the sensor. Consider adding more sensors if the ambient temperatures are expected to be high. Additionally, high floor level temperature may require larger movement for detection. In some cases, sensors mounted above 40’ may only detect large heat signatures such as forklift trucks. See the Sensor Module Installation Instructions for a complete description of the assembled unit installation, wiring, and safety information. 2.33” 59.2mm 0.78” 19.7m m ## FSP-L2: 360° Coverage The FSP-L2 is designed for mounting at heights between 8' to 12'. It provides a 48' diameter coverage area when mounted at a height of 8', or a 72' diameter coverage area at 12'. 0'3'9'6'3'6'9'12'12' 10' 20' 0 15' ## Ceiling 5' 15'18'20'15'18'20' ' 20'10'0'10'20' 0' 20' 10' 10' 20' 40 ft 2.33" 59.2mm 0.78" 19.7m m 30' 20 ' 10' 10' 20' 0' 10'0'10'20' 20' 60 ft ## FSP-L3: 360° Coverage The FSP-L3 has a high density lens that covers a 40' diameter area at a height of 20'. 0' 8' 0'3'3'7'7'11'11'24'24' Coverage Top View @ 12ft.Coverage Top View @ 20 ft. ## Coverage Side View ## Coverage Side View 800.879.8585 www.legrand.us/wattstopper No. 24226 – 08/16 rev. 1 © Copyright 2016 Legrand All Rights Reserved. © Copyright 2016 Tous droits réservés Legrand. © Copyright 2016 Legrand Todos los derechos reservados. Wattstopper warranties its products to be free of defects in materials and workmanship for a period of five (5) years. There are no obligations or liabilities on the part of Wattstopper for consequential damages arising out of, or in connection with, the use or performance of this product or other indirect damages with respect to loss of property, revenue or profit, or cost of removal, installation or reinstallation. Wattstopper garantit que ses produits sont exempts de défauts de matériaux et de fabrication pour une période de cinq (5) ans. Wattstopper ne peut être tenu responsable de tout dommage consécutif causé par ou lié à l’utilisation ou à la performance de ce produit ou tout autre dommage indirect lié à la perte de propriété, de revenus, ou de profits, ou aux coûts d’enlèvement, d’installation ou de réinstallation. Wattstopper garantiza que sus productos están libres de defectos en materiales y mano de obra por un período de cinco (5) años. No existen obligaciones ni responsabilidades por parte de Wattstopper por daños consecuentes que se deriven o estén relacionados con el uso o el rendimiento de este producto u otros daños indirectos con respecto a la pérdida de propiedad, renta o ganancias, o al costo de extracción, instalación o reinstalación. ## WARRANTY INFORMATIONINFORMATIONS RELATIVES À LA GARANTIEINFORMACIÓN DE LA GARANTÍA 3.2" 81.3mm 1.04" 26.4m m ## FSP‑L7: 360° Coverage The FSP-L7 has a lens that covers a 100' diameter area at a height of 40'. 0' 10'10' 20'20'30'30'40'40' 0' 27' 40' 50'50' 15' ## Coverage Top View @40ft ## Coverage Side View 50'25'0'25'50' 0' 50' 25' 25' 50' 100' 800.879.8585 www.legrand.us/wattstopper No. 24226 – 08/16 rev. 1 © Copyright 2016 Legrand All Rights Reserved. © Copyright 2016 Tous droits réservés Legrand. © Copyright 2016 Legrand Todos los derechos reservados. Wattstopper warranties its products to be free of defects in materials and workmanship for a period of five (5) years. There are no obligations or liabilities on the part of Wattstopper for consequential damages arising out of, or in connection with, the use or performance of this product or other indirect damages with respect to loss of property, revenue or profit, or cost of removal, installation or reinstallation. Wattstopper garantit que ses produits sont exempts de défauts de matériaux et de fabrication pour une période de cinq (5) ans. Wattstopper ne peut être tenu responsable de tout dommage consécutif causé par ou lié à l’utilisation ou à la performance de ce produit ou tout autre dommage indirect lié à la perte de propriété, de revenus, ou de profits, ou aux coûts d’enlèvement, d’installation ou de réinstallation. Wattstopper garantiza que sus productos están libres de defectos en materiales y mano de obra por un período de cinco (5) años. No existen obligaciones ni responsabilidades por parte de Wattstopper por daños consecuentes que se deriven o estén relacionados con el uso o el rendimiento de este producto u otros daños indirectos con respecto a la pérdida de propiedad, renta o ganancias, o al costo de extracción, instalación o reinstalación. ## WARRANTY INFORMATIONINFORMATIONS RELATIVES À LA GARANTIEINFORMACIÓN DE LA GARANTÍA 3.2" 81.3mm 1.04" 26.4m m ## FSP‑L7: 360° Coverage The FSP-L7 has a lens that covers a 100' diameter area at a height of 40'. 0' 10'10' 20'20'30'30'40'40' 0' 27' 40' 50'50' 15' ## Coverage Top View @40ft ## Coverage Side View 50'25'0'25'50' 0' 50' 25' 25' 50' 100' ## CONTROLS TECH SUPPORT 800-888-8006 (7:00 AM - 7:00 PM)NX LIGHTING CONTROLS FREE APP The NX Lighting Controls App is free to use mobile application for programming both NX Lighting Controls System or Standalone Bluetooth Sensors. The mobile app allows you to configure devices, discover and setup wireless enable luminiares and program NX system settings. ## Apple App: https://apps.apple.com/us/app/nx-lighting-controls/id962112904 ## Google Play: https://play.google.com/store/apps/details?id=io.cordova.NXBTR&hl=en_ ## US&gl=US ## Apple AppGoogle Play ## Control Option Ordering ## Logic & Description ## Control Option Functionality ## Control Option ## Components ## NetworkableGroupingScheduling ## Occupancy/ ## Motion ## Daylight ## Harvesting ## 0-10V DimmingOn/Off Control ## Bluetooth App ## Programming ## Sensor ## Height ## Independent ## SCP_F ## Sensor Control Programmable, 8F or 40F ---✓✓✓✓- 8ft or 40ftSCP_F ## ADDAutoDIM Timer Based Dimming --✓---✓-- ## ADD ## ADTAutoDIM Time of Day Dimming --✓---✓-- ## ADT 7PR7-Pin Receptacle -- Paired with external control - Paired with external control - Paired with external control -- ## 7PR 7PR-SC7-Pin Receptacle with shorting cap --------- ## 7PR-SC 3PR3-Pin twist lock ------ Paired with external control -- ## 3PR 3PR-SC3-Pin Receptacle with shorting cap --------- ## 3PR-SC 3PR-TL3-Pin with photocontrol ----✓-✓-- ## 3PR-TL ## OUTDOOR LIGHTING CONTROLS OPTIONSCONTROLS FUNCTIONALITY Page 9 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## Ambient Temp.025,000*TM-21-11 36,00050,000100,000Calculated L 70 (Hours) ## 25°C / 77°F1.000.970.960.950.91 408,000 ## 40°C / 104°F0.990.960.950.940.89 356,000 ## Ambient ## Temperature ## Lumen ## Multiplier ## 0°C32°F1.03 ## 10°C50°F1.01 ## 20°C68°F1.00 ## 25°C77°F1.00 ## 30°C86°F0.99 ## 40°C104°F0.98 For delivered lumens, please see Lumens Data PDF on www.Currentlighting.com ## Micro Strike Lumen Multiplier ## CCT70 CRI80 CRI90 CRI ## 2700K–0.841– ## 3000K0.9770.8610.647 ## 3500K–0.900– ## 4000K10.9260.699 ## 5000K10.9370.791 ## AP-Amber Phosphor Converted Multiplier ## Amber0.710 ## Strike Lumen Multiplier ## CCT70 CRI80 CRI90 CRI ## 2700K0.90.810.62 ## 3000K0.9330.8530.659 ## 3500K0.9590.8940.711 ## 4000K10.90.732 ## 5000K10.90.732 ## Monochromatic Amber Multiplier ## AmberSee Amber Spec Sheet ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## DELIVERED LUMENS ## PROJECTED LUMEN MAINTENANCE ## LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) ## ADD-AutoDim Timer Based Options • Light delay options from 1-9 hours after the light is turned on to dim the light by 10-100%. To return the luminaire to its original light level there are dim return options from 1-9 hours after the light has been dimmed previously. ## EX: ADD-6-5-R6 ## ADT-AutoDim Time of Day Based Option • Light delay options from 1AM-9PM after the light is turned on to dim the light by 10-100%. To return the luminaire to its original light level there are dim return options from 1AM-9PM after the light has been dimmed previously. ## EX: ADT-6-5-R6 ## PROGRAMMED CONTROLS ## ADD Control OptionsConfigurations ChoicesExample Choice Picked ## Auto-Dim Options1-9 Hours6 - Delay 6 hours Auto-Dim Brightness10-100% Brightness5 - Dim to 50% brightness Auto-Dim ReturnDelay 0-9 HoursR6 - Return to full output after 6 hours ## ADD Control OptionsConfigurations ChoicesExample Choice Picked Auto-Dim Options12-3 AM and 6-11 PM6 - Dim at 6PM ## Auto-Dim Brightness10-100% Brightness5 - Dim to 50% Auto-Dim Return12-6 AM and 9-11PR6 - Return to full output at 6AM ## Auto Dim ## Code ## Timer Base (ADD) ## Auto-Dim Options ## Auto Dim ## Cod Time of Day (ADT) ## Auto-Dim Options D1Delay 1 hourT0Delay Midnight D2Delay 2 hoursT1Delay 1 AM D3Delay 3 hoursT2Delay 2 AM D4Delay 4 hoursT3Delay 3 AM D5Delay 5 hoursORT4Delay 10 PM D6Delay 6 hoursT5Delay 11 PM D7Delay 7 hoursT6Delay 6 PM D8Delay 8 hoursT7Delay 7 PM D9Delay 9 hoursT8Delay 8 PM D0Delay 0 hoursT9Delay 9 PM ## ORDERING GUIDE ## Code ## Auto-Dim ## Brightness 0 100% Brightness 110% Brightness 220% Brightness 330% Brightness 440% Brightness 550% Brightness 660% Brightness 770% Brightness 880% Brightness 990% Brightness ## Code ## Auto-Dim Return ## Options R1Delay 1 hour or 1 AM R2Delay 2 hours or 2 AM R3Delay 3 hours or 3 AM R4Delay 4 hours or 4 AM R5Delay 5 hours or 5 AM R6Delay 6 hours or 6 AM R7Delay 7 hours or 7 AM R8Delay 8 hours or 8 AM R9Delay 9 hours or 9 AM R0Delay 0 hours or 12 AM ## Code ## Auto-Dim ## Brightness 0 100% Brightness 110% Brightness 220% Brightness 330% Brightness 440% Brightness 550% Brightness 660% Brightness 770% Brightness 880% Brightness 990% Brightness ## Silicone Strike Lumen Multiplier ## CCT70 CRI80 CRI90 CRI ## 2200K0.811–– ## 2700K0.9060.774– ## 3000K0.9430.868– ## 3500K–0.868– ## 4000K10.906– ## 5000K10.906– Page 10 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE: ## LOCATION: ## TYPE: ## PROJECT: ## CATALOG #: ## # OF LEDS160 ## NOMINAL ## WATTAGE 355075100115135160 ## SYSTEM POWER ## (W) 34.950.572.197.2111.9132.2157.8 INPUT VOLTAGE (V)CURRENT (Amps) 1200.290.420.630.830.961.131.33 2080.170.240.360.480.550.650.77 2400.150.210.310.420.480.560.67 2770.130.180.270.360.420.490.58 3470.100.140.220.290.330.390.46 4800.070.100.160.210.240.280.33 ## # OF LEDS320 ## NOMINAL ## WATTAGE 145170185210235255315 ## SYSTEM POWER ## (W) 150166.8185.7216.2240.9261.5312 INPUT VOLTAGE (V)CURRENT (Amps) 1201.211.421.541.751.962.132.63 2080.700.820.891.011.131.231.51 2400.600.710.770.880.981.061.31 2770.520.610.670.760.850.921.14 3470.420.490.530.610.680.730.91 4800.300.350.390.440.490.530.66 ## # OF LEDS480 ## NOMINAL ## WATTAGE 285320340390425470 ## SYSTEM POWER ## (W) 286.2316.7338.4392.2423.2468 INPUT VOLTAGE (V)CURRENT (Amps) 1202.382.672.833.253.543.92 2081.371.541.631.882.042.26 2401.191.331.421.631.771.96 2771.031.161.231.411.531.70 3470.820.920.981.121.221.35 4800.590.670.710.810.890.98 ## # OF LEDS720 ## NOMINAL ## WATTAGE 435475515565600 ## SYSTEM POWER ## (W) 429.3475519.1565.2599.9 INPUT VOLTAGE (V)CURRENT (Amps) 1203.633.964.294.715.00 2082.092.282.482.722.88 2401.811.982.152.352.50 2771.571.711.862.042.17 3471.251.371.481.631.73 4800.910.991.071.181.25 ## ELECTRICAL DATA: MICRO STRIKE Page 11 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## # OF LEDS36 ## NOMINAL ## WATTAGE 395585105120 ## SYSTEM POWER ## (W) 39.656.883.6108.2120.9 INPUT VOLTAGE (V)CURRENT (Amps) 1200.330.460.710.880.96 2080.190.260.410.500.55 2400.160.230.350.440.48 2770.140.200.310.380.42 3470.110.160.240.300.33 4800.080.110.180.220.24 ## # OF LEDS72 ## NOMINAL ## WATTAGE 115145180210240 ## SYSTEM POWER ## (W) 113.7143.2179.4210.2241.7 INPUT VOLTAGE (V)CURRENT (Amps) 1201.001.211.501.751.79 2080.580.700.871.011.03 2400.500.600.750.880.90 2770.430.520.650.760.78 3470.350.420.520.610.62 4800.250.300.380.440.45 ## # OF LEDS108 ## NOMINAL ## WATTAGE 215250280325365 ## SYSTEM POWER ## (W) 214.8250.8278.3324.7362.6 INPUT VOLTAGE (V)CURRENT (Amps) 1202.002.082.333.042.67 2081.151.201.351.751.54 2401.001.041.171.521.33 2770.870.901.011.321.16 3470.690.720.811.050.92 4800.500.520.580.760.67 ## # OF LEDS162 ## NOMINAL ## WATTAGE 320365405445485545 ## SYSTEM POWER ## (W) 322.1362.6403.6445.1487.1543.9 INPUT VOLTAGE (V)CURRENT (Amps) 1202.712.673.383.714.044.54 2081.561.541.952.142.332.62 2401.351.331.691.852.022.27 2771.171.161.461.611.751.97 3470.940.921.171.281.401.57 4800.680.670.840.931.011.14 ## ELECTRICAL DATA: STRIKE Page 12 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## # OF LEDS40 ## NOMINAL ## WATTAGE (W) 35556580100120140170195 ## SYSTEM ## POWER (W) 34.447.463.382.2101.7121.6141.4168.8193.0 ## INPUT ## VOLTAGE (V) ## CURRENT (A) 1200.290.400.530.690.851.011.181.411.61 2080.170.230.300.400.490.580.680.810.93 2400.140.200.260.340.420.510.590.700.80 2770.120.170.230.300.370.440.510.610.70 3470.100.140.180.240.290.350.410.490.56 4800.070.100.130.170.210.250.290.350.40 ## # OF LEDS80 ## NOMINAL ## WATTAGE (W) 7590105130155175205225250280 ## SYSTEM ## POWER (W) 74.087.0105.3131.9153.5175.4203.4226.1249.0281.0 ## INPUT ## VOLTAGE (V) ## CURRENT (A) 1200.620.730.881.101.281.461.701.882.082.34 2080.360.420.510.630.740.840.981.091.201.35 2400.310.360.440.550.640.730.850.941.041.17 2770.270.310.380.480.550.630.730.820.901.01 3470.360.420.510.630.740.840.981.091.201.35 4800.150.180.220.270.320.370.420.470.520.59 ## # OF LEDS120 ## NOMINAL ## WATTAGE (W) 190205230265295320355380420 ## SYSTEM ## POWER (W) 189.8206.0230.3263.2296.5322.0356.3382.3421.6 ## INPUT ## VOLTAGE (V) ## CURRENT (A) 1201.581.721.922.192.472.682.973.193.51 2080.910.991.111.271.431.551.711.842.03 2400.790.860.961.101.241.341.481.591.76 2770.690.740.830.951.071.161.291.381.52 3470.550.590.660.760.850.931.031.101.21 4800.400.430.480.550.620.670.740.800.88 ## # OF LEDS180 ## NOMINAL ## WATTAGE (W) 275295335360395435470510550 ## SYSTEM ## POWER (W) 272.7296.8333.2357.8394.7432.4470.2508.7547.4 ## INPUT ## VOLTAGE (V) ## CURRENT (A) 1202.272.472.782.983.293.603.924.244.56 2081.311.431.601.721.902.082.262.452.63 2401.141.241.391.491.641.801.962.122.28 2770.981.071.201.291.421.561.701.841.98 3470.790.860.961.031.141.251.361.471.58 4800.570.620.690.750.820.900.981.061.14 ## ELECTRICAL DATA: SILICONE STRIKE Page 13 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. The following diagrams represent the general distribution options offered for this product. For detailed information on specific product configurations, see website photometric test reports. ## Type LCCType RCC Type 4 ForwardType 2Type 4 Wide Type 4WMBC Type 3 Type 4WBC Type 5QMType 5QW ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## SILICONE OPTIC STRIKE PHOTOMETRY Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Mounting Height: 20 ft Scale: 1 inch = 25 ft Page 14 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. The following diagrams represent the general distribution options offered for this product. For detailed information on specific product configurations, see website photometric test reports. Type 2 Type 2 Type 4F Type 4W ## Type 4 Wide Type 4FType 5QM Type 5QW Type 3 Type 3 ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## MICRO STRIKE PHOTOMETRY Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Page 15 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. The following diagrams represent the general distribution options offered for this product. For detailed information on specific product configurations, see website photometric test reports. ## Type FR - Front Row/Auto Optic ## Type FR – Front Row/Auto Optic Type 4 ## Type 4 Forward Type 2 Type 2 ## Type 4 Wide ## Type 4 Wide Type 5R (rectangular) Type 5RW (rectangular) ## Type Corner ## Type Corner Type 3 Type 3 Type 5QM Type 5QM Type 5W (round wide) Type 5W (round wide) Type TC (tennis court) ## Type TC Type 5QN Type 5QW Type 5QN Type 5QW ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## OPTIC STRIKE PHOTOMETRY Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Mounting Height: 20 ft Scale: 1 inch = 20 ft Page 16 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## Weight lbskgs VP1 (Size 1)13.76.2 VP2 (Size 2)16.07.26 VP3 (Size 3)25.911.7 VP4 (Size 4)30.813.9 ## EPA VP1 (Size 1)VP2 (Size 2)VP3 (Size 3)VP4 (Size 4)Config. ## Single Fixture0.4540.5550.6550.698 Two at 1800.9081.1101.3101.396 Two at 900.5830.7110.8570.948 Three at 901.0371.2661.5121.646 Three at 1200.9431.1551.3921.680 Four at 901.1661.4221.7141.896 14.373 5.0 00 16.756 21.756 3.4 77 5.00"16.76" 14.37" 21.76" 3.48" 5.0 00 21.877 14.373 26.876 3.4 77 5.00" 21.88" 14.37" 26.88" 3.48" 7.5 00 16.113 34.476 3.4 77 26.976 7.50" 3.48" 16.11" 26.97" 34.47" 19.622 7.5 00 27.980 35.476 3.4 77 7.50" 3.48" 27.98" 19.62" 35.48" ## DIMENSIONS ## SIZE 1 ## SIZE 3 ## SIZE 2 ## SIZE 4 Page 17 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: Fixture ships with integral arm for ease of ## installation. Compatible with Current Outdoor B3 drill pattern for ease of installation on square poles. For round poles add applicable suffix (2/3/4/5) Universal mounting block for ease of installation. Compatible with drill patterns from 1.5" to 5.25" and Current drill pattern S2. For round poles add applicable suffix (2/3/4/5) Rotatable arm mounts directly to pole. Compatible with drill patterns from 1.5" to 5.25" and Current drill pattern S2 and B3. For round poles add applicable suffix (2/3/4/5). Rotatable in 5 ̊ aiming angle increments. Micro Strike configurations have a 45° aiming limitation. Strike configurations have a 30° aiming limitation. Upswept Arm compatible with drill patterns from 1.5" to 5.25" and Current drill pattern S2. For round poles add applicable suffix (2/3/4/5). Fits 2-3/8" OD horizontal tenons. Rotatable in 5-degree aiming angle increments, fits 2-3/8" tenons or pipes. Micro Strike configurations have a 45° aiming limitation. Strike configurations have a 30° aiming limitation. Trunnion for surface and crossarm mounting using (1) 3/4" or (2) 1/2" size through bolts. Micro Strike configurations have a 45° aiming limitation. Strike configurations have a 30° aiming limitation. ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 This document contains confidential and proprietary information of Hubbell Lighting. Receipt or possession of this document does not convey any rights to reproduce or disclose its contents, or to make, use , or sell anything it may disclose. Reproduction, disclosure, or use of the document or its contents, without the specific written authorization of Hubbell Lighting, may violate the intellectual property rights of Hubbell Lighting. ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## CHCKDESNRECORDDATEREV ## SHT 2 ## 2 SHTS ## Error: No reference Error: No reference * * * ## VP2-ASQ.dft jdietrich 09/16/21 ## XXX05/19/05 ## XXX05/19/05 ## PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 This document contains confidential and proprietary information of Hubbell Lighting. Receipt or possession of this document does not convey any rights to reproduce or disclose its contents, or to make, use , or sell anything it may disclose. Reproduction, disclosure, or use of the document or its contents, without the specific written authorization of Hubbell Lighting, may violate the intellectual property rights of Hubbell Lighting. ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## CHCKDESNRECORDDATEREV ## SHT 2 ## 2 SHTS ## Error: No reference Error: No reference * * * ## VP2-ASQ.dft jdietrich 09/16/21 ## XXX05/19/05 ## XXX05/19/05 ## PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 This document contains confidential and proprietary information of Hubbell Lighting. Receipt or possession of this document does not convey any rights to reproduce or disclose its contents, or to make, use , or sell anything it may disclose. Reproduction, disclosure, or use of the document or its contents, without the specific written authorization of Hubbell Lighting, may violate the intellectual property rights of Hubbell Lighting. ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## CHCKDESNRECORDDATEREV ## SHT 2 ## 2 SHTS ## Error: No reference Error: No reference * * * ## VP2-ASQ.dft jdietrich 09/16/21 ## XXX05/19/05 ## XXX05/19/05 ## PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 This document contains confidential and proprietary information of Hubbell Lighting. Receipt or possession of this document does not convey any rights to reproduce or disclose its contents, or to make, use , or sell anything it may disclose. Reproduction, disclosure, or use of the document or its contents, without the specific written authorization of Hubbell Lighting, may violate the intellectual property rights of Hubbell Lighting. ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## CHCKDESNRECORDDATEREV ## SHT 2 ## 2 SHTS ## Error: No reference Error: No reference * * * ## VP2-ASQ.dft jdietrich 09/16/21 ## XXX05/19/05 ## XXX05/19/05 ## PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 This document contains confidential and proprietary information of Hubbell Lighting. Receipt or possession of this document does not convey any rights to reproduce or disclose its contents, or to make, use , or sell anything it may disclose. Reproduction, disclosure, or use of the document or its contents, without the specific written authorization of Hubbell Lighting, may violate the intellectual property rights of Hubbell Lighting. ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## CHCKDESNRECORDDATEREV ## SHT 2 ## 2 SHTS ## Error: No reference Error: No reference * * * ## VP2-ASQ.dft jdietrich 09/16/21 ## XXX05/19/05 ## XXX05/19/05 ## PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 8.3" 7. 5" 7. 5" 5.0" 7. 8" ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 This document contains confidential and proprietary information of Hubbell Lighting. Receipt or possession of this document does not convey any rights to reproduce or disclose its contents, or to make, use , or sell anything it may disclose. Reproduction, disclosure, or use of the document or its contents, without the specific written authorization of Hubbell Lighting, may violate the intellectual property rights of Hubbell Lighting. ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## CHCKDESNRECORDDATEREV ## SHT 2 ## 2 SHTS ## Error: No reference Error: No reference * * * ## VP2-ASQ.dft jdietrich 09/16/21 ## XXX05/19/05 ## XXX05/19/05 ## PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 7.7" Compatible with universal arm mount, adjustable arm mount, and decorative arm mount. The WA option uses the same wall bracket but replaces the decorative arm with an adjustable arm. ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 This document contains confidential and proprietary information of Hubbell Lighting. Receipt or possession of this document does not convey any rights to reproduce or disclose its contents, or to make, use , or sell anything it may disclose. Reproduction, disclosure, or use of the document or its contents, without the specific written authorization of Hubbell Lighting, may violate the intellectual property rights of Hubbell Lighting. ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## CHCKDESNRECORDDATEREV ## SHT 2 ## 2 SHTS ## Error: No reference Error: No reference * * * ## VP2-ASQ.dft jdietrich 09/16/21 ## XXX05/19/05 ## XXX05/19/05 ## PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 9.3" 14.373 5.0 00 16.756 21.756 3.4 77 5.0" ## MOUNTING ## A–STRAIGHT ARM MOUNT ## ASQU–UNIVERSAL ARM MOUNT ## AAU–ADJUSTABLE ARM FOR POLE MOUNTING ## ADU–DECORATIVE UPSWEPT ARM ## MAF–MAST ARM FITTER ## K–KNUCKLE ## T–TRUNNION ## WM–WALL MOUNT 45 ̊ 45 ̊ 45 ̊ 45 ̊ 45 ̊ 45 ̊ 45 ̊ 45 ̊ 45 ̊ Page 18 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## Instruction Sheet: 93158127_P1 ## Hubbell Lighting 701 Millennium Blvd. ## Greenville, SC 29607 Technical Support: (864) 678-1000 Fax: (864) 898-1065 www.hubbell.com ## VPR2x HSS-90-B-xx ## VPR2x HSS-90-S-xx ## VPR2x HSS-90-S-xx ## VPR2x HSS-270-BSS-xx ## VPR2x HSS-270-FSS-xx ## VPR2x HSS-270-FSB-xx ## VPR2x HSS-270-FSB-xx ## VPR2x HSS-360-xx ## VPR2x HSS-90-F-xx ## VPR2 HOUSE SIDE SHIELD ## ACCESSORY ## NOMENCLATURE: "x" denotes size 1, 2, 3, or 4 "xx" denotes color selection (DBT, GTT,WHT, etc.) HSS has a depth of 5" for all Viper sizes Not to be used with Occupancy Sensors as the shield may block the light to the sensor. ## ADDITIONAL INFORMATION (CONTINUED) ## HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES Page 19 of 19 Rev 01/16/26 ## BEA_VIPERSPEC ## VIPER Area/Site ## VIPER LUMINAIRE currentlighting.com/beacon © 2025 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. • Low profile LED wall luminaire with a variety of IES distributions for lighting applications such as retail, commercial and industrial building mount • Featuring Strike and Micro Strike Optics which maximizes target zone illumination with minimal losses at the house-side, reducing light trespass issues • Visual Comfort - Option for Size 2 and Size 3 • Control options including photo control, occupancy sensing, NX Distributed Intelligence™, and LightGRID+. • Battery Backup options available for emergency code compliance • Quick-mount adapter allows easy installation/maintenance • 347V and 480V versions for industrial applications and Canada ## DATE:LOCATION: ## TYPE:PROJECT: ## CONSTRUCTION • Die-cast housing with hidden vertical heat fins that are optimal for heat dissipation while keeping a clean smooth outer surface • Corrosion resistant, die-cast aluminum housing with powder coat paint finish • Powder paint finish provides durability in outdoor environments. Tested to meet 1000 hour salt spray rating ## OPTICS • Entire optical aperture illuminates to create a larger luminous surface area resulting in a low glare appearance without sacrificing optical performance • 2700K, 3000K, 3500K, 4000K and 5000K CCTs • Zero uplight distributions • LED optics provide IES type II, III and IV distributions. ## INSTALLATION • Quick-mount adapter provides easy installation to wall or to recessed junction boxes (4" square junction box) • Designed for direct j-box mount. ## CONTROLS CONTINUED • Integral Battery Backup provides emergency lighting for the required 90 minute path of egress • Battery Backup suitable for operating temperatures -20 ̊C to 40 ̊C. • Please consult brand or sales representative when combining control and electrical options as some combinations may not operate as anticipated depending on your application. • LightGRID+ available with in fixture wireless control module, features dimming and occupancy sensor. ## CERTIFICATIONS • Certified to UL 1598 and CSA 22.2#250.0-24 • IP65 rated housing • Emergency battery backup options are ## California Energy Commission (CEC) Title 20 ## Compliant • This product meets federal procurement law requirements under the Buy American Act (FAR 52.225-9) and Trade Agreements Act (FAR 52.225- 11). See Buy America(n) Solutions (link to https:// http://www.currentlighting.com/resources/ americasolutions). • DarkSky approved with 3000K CCT or warmer ## WARRANTY • 5 year limited warranty ## ELECTRICAL • 120V-277V universal voltage 50/60Hz 0-10V dimming drivers • 347V input is available in most wattage, 480V is available for 55W and above. • Ambient operating temperature -40 ̊C to ## 40 ̊C ## • Driver RoHS and IP66 • 10kV Surge Protector optional • Drivers have greater than .90 power factor and less than 20% Total Harmonic Distortion • Dual Driver option provides 2 drivers within luminaire but only one set of leads exiting the luminaire, where Dual Power Feed provides two drivers which can be wired independently as two sets of leads are extended from the luminaire. Both options can not be included in one same fixture. • Dimming drivers are standard. Select CD (Customer Dimming) for the dimming wires to be extended outside the fixture. ## CONTROLS • Photo control, occupancy sensor and wireless available for complete on/off and dimming control • Button photocontrol is suitable for 120-277V operation • NX Distributed Intelligence™ available with in fixture wireless control module, features dimming and occupancy sensor ## CATALOG #: ## Weight VPW14.1 lbs / 1.86 kg VPW27.15 lbs / 3.24 kg VPW317.1 lbs / 7.80 kg ## FEATURES ## SPECIFICATIONS ## CONTROL TECHNOLOGY ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VPW2 VIPER WALL SIZE 2 STANDARD ## VPW2 VIPER WALL SIZE 2 WITH BACK BOX 10.59 5.25 6.20 10.85 8.85 12.35 ## VPW2 VIPER WALL SIZE 2 WITH BACK BOX ## VPW2 VIPER WALL SIZE 2 STANDARD 8.85" 5.25" ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L 7.96 5.50 4.92 ## VIPER WALL SIZE 1 ## VPW1 ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L 7.96 5.50 4.92 ## VIPER WALL SIZE 1 ## VPW1 ## VPW1 ## VPW2 4.92" ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VPW2 VIPER WALL SIZE 2 STANDARD ## VPW2 VIPER WALL SIZE 2 WITH BACK BOX 10.59 5.25 6.20 10.85 8.85 12.35 ## VPW2 VIPER WALL SIZE 2 WITH BACK BOX ## VPW2 VIPER WALL SIZE 2 STANDARD 10.59" 5.50" 5.25" ## VPW3 ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. 5.25 12.50 17.70 1 7. 7 0 " ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## u0.1 X.XX=u0.03 X.XXX=u0.010 ## FRACTIONS= ## u1/32 ANGULAR TOLERANCE=u1v ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. 5.25 12.50 17.70 5.25" ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 7.9 6 " ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 12.50" currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 1 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK – ## Control Options Network 3,7,11,13 ## Options ## NXWS12FNX Networked Wireless Enabled Integral NXSMP2-OMNI PIR Occupancy Sensor with ## Automatic Dimming Photocell and Bluetooth Programming 14 ## NXWS16FNX Networked Wireless Enabled Integral NXSMP2-LMO PIR Occupancy Sensor with ## Automatic Dimming Photocell and Bluetooth Programming 9 ## NXWS40F ## NX Networked Wireless Enabled Integral NXSMP2-HMO PIR Occupancy Sensor with ## Automatic Dimming Photocell and Bluetooth Programming 9 ## NXWNX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without ## Sensor ## WIRLightGRID+ In-Fixture Module 9 ## WIRSCLightGRID+ In-Fixture Moduel with BTS occupancy 9 ## Stand Alone Sensors 7,11,13 ## BTS-14FBluetooth® Programmable, PIR Occupancy/Daylight Sensor 4,9 ## BTS-40FBluetooth® Programmable, PIR Occupancy/Daylight Sensor 4,9 BTSO-12FBluetooth® Programmable, PIR Occupancy/Daylight Sensor, up to 12' mounting height 14 ## Photocontrol 13 ## PCButton Photocontrol 120-277V ## FFusing 5,7 ## EBattery 6,7,8 ## EHBattery with Heater 6,7,8 ## CSComfort Shield 7,10 ## SP10kA Surge Protector ## 2PFDual Power Feed 2,7,8,17 2DRDual Driver 2,7,8,17 ## CDCustomer Dimming 12 ## DTSDimming Transfer Switch 7 ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## Example: VPW1–24L-10–3K7–2–UNV–BLS ## CATALOG # –––––––– ## SeriesOptic PlatformSize# LEDs - WattageCCT/CRIDistributionVoltageColor ## VPWViper ## Wall (blank)Microstrike ## STStrike 1 2 3 24L-101,000 Lumens 24L-152,000 Lumens 24L-253,000 Lumens 48L-152,000 Lumens 48L-203,000 Lumens 48L-304,000 Lumens 48L-355,000 Lumens 48L-456,000 Lumens 80L-203,000 Lumens 80L-254,000 Lumens 80L-355,000 Lumens 80L-456,000 Lumens 80L-557,000 Lumens 80L-658,000 Lumens 80L-708,500 Lumens ## 18L-253,000 Lumens, Strike Optics ## 18L-304,000 Lumens, Strike Optics ## 18L-394,750 Lumens, Strike Optics ## 18L-506,000 Lumens, Strike Optics ## 18L-606,500 Lumens, Strike Optics 160L-457,000 Lumens 160L-7010,000 Lumens 160L-9512,500 Lumens 160L-10515,000 Lumens 160L-13517,500 Lumens 160L-15520,000 Lumens ## 36L-557,000 Lumens, Strike Optics ## 36L-809,500 Lumens, Strike Optics ## 36L-10011,500 Lumens, Strike Optics ## 36L-12013,000 Lumens, Strike Optics ## 27K82700K, 80 CRI 16 ## 3K73000K, 70 CRI 16 ## 4K74000K, 70 CRI ## 5K75000K, 70 CRI ## 3K83000K, 80 CRI ## 35K83500K, 80 CRI ## 4K84000K, 80 CRI ## 5K85000K, 80 CRI ## APPhosphor ## Converted Amber 1 ## FRAuto Front ## Row 7, 15 ## 2IES TYPE 2 ## 3IES TYPE 3 ## 4FIES TYPE 4 ## Forward ## 4WIES TYPE ## 4W ## UNV120-277V ## 120120V ## 208208V ## 240240V ## 277277V ## 347347V ## 480480V ## B LTBlack Matte Textured ## BLSBlack Gloss Smooth ## DBTDark Bronze Matte ## Textured ## DBSDark Bronze Gloss Smooth ## GTTGraphite Matte Textured ## LGSLight Grey Gloss Smooth ## LGTLight Grey Matte Textured ## PSSPlatinum Silver Smooth ## WHTWhite Matte Textured ## WHSWhite Gloss Smooth ## VGTVerde Green Textured ## Color Option ## CCCustom Color ## Notes: 1Available with Micro Strike Optics only 2Not available with 480V in Size 1 and Size 2 3Networked controls cannot be combined with other control options 4Not available with VPW1 or with 2PF or 2DR options 5Must specify voltage (VPW1 & VPW2: 120V, 277V or 347V; VPW3: 120V, 208V, 240V, 277V, 347V or 480V) 6See page 10 for detail Battery configurations 7Not available in VPW1 82PF can't be combined with E or EH; 2DR can't be combined with E or EH in VPW2 9Not avialable in VPW1 and VPW2 10Not available with Micro Strike 24L and 48L. Not available with Strike 18L and 36L 11Not available with 2PF 12Not available with Network Control options or Stand ## Alone Sensors. Can be ordered with PC 13Not available in 480V in VPW2; Only available in 480V in VPW3 in 80W, 100W, 120W, 135W and 155W 14NXWS12F and BTSO-12F are the only sensors available in VPW2 15Available with Strike Optics only (18L or 36L) 16DarkSky approved with 3000K CCT or warmer 17Not available in Size 2 80L ## ORDERING GUIDE currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 2 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## OUTDOOR LIGHTING CONTROLS OPTIONS ## Control Option Ordering ## Logic & Description ## Control Option Functionality ## Control Option ## Components ## NetworkableGroupingScheduling ## Occupancy/ ## Motion ## Daylight ## Harvesting ## 0-10V ## Dimming ## On/Off Control ## Bluetooth App ## Programming ## Sensor ## Height ## NX Wireless ## LightGRID+ ## Independent ## CONTROLS FUNCTIONALITY ## WIR ## LightGRID+ In-Fixture Module ✓-✓--✓✓ ## Gateway - ## WIR ## NXW ## NX Networked Wireless Radio ## Module NXRM2 and Bluetooth ## Programming, without Sensor ✓✓✓--✓✓✓- ## NXRM2-H ## NXWS16F ## NX Networked Wireless ## Enabled Integral NXSMP2-LMO ## PIR Occupancy Sensor with ## Automatic Dimming Photocell and ## Bluetooth Programming ✓✓✓✓✓✓✓✓ 16ftNXSMP2-LMO ## NXWS40F ## NX Networked Wireless ## Enabled Integral NXSMP2-HMO ## PIR Occupancy Sensor with ## Automatic Dimming Photocell and ## Bluetooth Programming ✓✓✓✓✓✓✓✓ 40ftNXSMP2-HMO ## BTSO-12F ## Bluetooth® Programmable, ## BTSMP-OMNI-O PIR Occupancy ## Sensor with Automatic Dimming Photocell and 360° Lens ---✓✓✓✓✓ 12ftBTSMP-OMNI-O ## BTS-14F ## Bluetooth® Programmable, ## BTSMP-LMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and 360° Lens ---✓✓✓✓✓ 14ftBTSMP-LMO ## BTS-40F ## Bluetooth® Programmable, ## BTSMP-HMO PIR Occupancy ## Sensor with Automatic Dimming Photocell and 360° Lens ---✓✓✓✓✓ 40ftBTSMP-HMO ## Notes: 1replace "xxx" with color option 2Not available with Micro Strike 24L and 48L or Strike 18L and 36L ## Catalog NumberDescription ## WP-BB-XXXBack Box Accessory for conduit entry 1 ## CS ## Comfort Shield 2 ## ACCESSORIES AND REPLACEMENT ## PARTS - MADE TO ORDER ## Occupancy SensorEnabled ## Occupancy Sensor Sensitivity7 ## Occupancy Sensor Timeout15 Minutes ## Occupied Dim Level100% ## Unoccupied Dim Level0% ## Daylight SensorDisabled ## BluetoothEnabled ## 2.4GHz Wireless MeshOff ## "Passcode Factory Passcode: HubbN3T!"Enabled ## Occupancy SensorEnabled ## Occupancy Sensor Sensitivity7 ## Occupancy Sensor Timeout8 Minutes ## Occupied Dim Level100% ## Unoccupied Dim Level0% (Off) ## Daylight SensorDisabled ## DEFAULT SETTINGS ## NX Wireless ## Stand Alone ## Sensor Lens Coverage and Detection Patterns When Mounted at 40ft and 45ft with Standard Lens ## NXSMP2-HMO ## 45' Indoor Mounting Height ## 30' Outdoor Mounting Height 56' at 40' Mounting Height 63' at 45' Mounting Height ## 40' Outdoor Mounting Height ## 45' Intdoor Mounting Height ## Sensor Lens Coverage and Detection Patterns ## When Mounted at 8ft with Low Mount Lens ## NXSMP2-LMO 24' 48 ' 0 8 24241818121288404 ## Sensor Lens Coverage and Detection Patterns ## When Mounted at 8ft with Low Mount Lens ## NXSMP2-LMO 24' 48 ' 0 8 24241818121288404 ## Minor Motion ## Major Motion ## NXSMP2-OMNI 12' (3.7m) 22' (6.7m) ## Minor Motion ## Major Motion ## NXSMP2-OMNI 12' (3.7m) 22' (6.7m) ## NX WIRELESS COVERAGE PATTERNS 11 5.85 10.37 7 5 4 9.73 8.73 15.37 16 5.54 15 3.88 12 5 4.92 5.91 2.07 ## QRS 4.9" 5.9" 2.1" 124mm 150mm 53mm ## Q ## R ## Back Box Accessory 4.92 5.91 2.07 ## S ## A ## B ## DIMENSIONS 11 5.85 10.37 7 5 4 9.73 8.73 15.37 16 5.54 15 3.88 12 5 4.92 5.91 2.07 ## QRS 4.9" 5.9" 2.1" 124mm 150mm 53mm ## Q ## R ## Back Box Accessory 4.92 5.91 2.07 ## S ## A B C 11 5.85 10.37 7 5 4 9.73 8.73 15.37 16 5.54 15 3.88 12 5 4.92 5.91 2.07 ## QRS 4.9" 5.9" 2.1" 124mm 150mm 53mm ## Q ## R ## Back Box Accessory 4.92 5.91 2.07 ## S ## C ## Back Box Accessory currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 3 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## CONTROLS TECH SUPPORT 800-888-8006 (7:00 AM - 7:00 PM)NX LIGHTING CONTROLS FREE APP The NX Lighting Controls App is free to use mobile application for programming both NX Lighting Controls System or Standalone Bluetooth Sensors. The mobile app allows you to configure devices, discover and setup wireless enable luminiares and program NX system settings. ## Apple App: https://apps.apple.com/us/app/nx-lighting-controls/id962112904 ## Google Play: https://play.google.com/store/apps/details?id=io.cordova.NXBTR&hl=en_ ## US&gl=US ## Apple AppGoogle Play Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). ## Ambient ## Temperature ## Lumen ## Multiplier ## 0°C32°F1.03 ## 10°C50°F1.01 ## 20°C68°F1.00 ## 25°C77°F1.00 ## 30°C86°F0.99 ## 40°C104°F0.98 ## 50°C122°F0.97 ## LUMINAIRE AMBIENT ## TEMPERATURE ## FACTOR (LATF) ## PROJECTED LUMEN MAINTENANCE ## MULTIPLIER ## Micro Strike Lumen Multiplier ## CCT70 CRI80 CRI90 CRI ## 2700K–0.841– ## 3000K0.9770.8610.647 ## 3500K–0.900– ## 4000K10.9260.699 ## 5000K10.9370.791 ## Monochromatic Amber Multiplier ## Amber0.710 ## Description # of ## LEDs ## Nominal ## Wattage ## System ## Watts Dist. ## Type ## 5K (5000K NOMINAL 70 CRI)4K (4000K NOMINAL 70 CRI)3K (3000K NOMINAL 70 CRI) ## LumensLPWBUGLumensLPWBUGLumensLPWBUG ## VPW124L 106.6 210681410001068141000989131000 310761420011076142001997131001 ## 4F10521390011052139001974129001 ## 4W10411370011041137001964127001 1514 2199312910019931291001845119100 3200813010120081301011859120001 ## 4F196412700119641270011818117001 ## 4W194312510119431251011799116001 2523.0 2305512510130551251012828116101 3307812610130781261012850117101 ## 4F301012310130101231012787114101 ## 4W297812210129781221012757113101 ## PERFORMANCE DATA: MICROSTRIKE ## OPERATING HOURS ## Ambient Temp.025,000 ## TM-21-22 60,000 ## 25°C / 77°F1.000.910.83 ## 40°C / 104°F0.990.900.82 Lumen maintenance values calculated per TM-21 using six times the LM-80 test time for the LED and in-situ thermal testing of the luminaire. ## Strike Lumen Multiplier ## CCT70 CRI80 CRI90 CRI ## 2700K0.90.810.62 ## 3000K0.9330.8530.659 ## 3500K0.9590.8940.711 ## 4000K10.90.732 ## 5000K10.90.732 ## Monochromatic Amber Multiplier ## Amber ## See Amber Spec Sheet currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 4 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## PERFORMANCE DATA: MICROSTRIKE CONT'D ## Description # of ## LEDs ## Nominal ## Wattage ## System ## Watts Dist. ## Type ## 5K (5000K NOMINAL 70 CRI)4K (4000K NOMINAL 70 CRI)3K (3000K NOMINAL 70 CRI) ## LumensLPWBUGLumensLPWBUGLumensLPWBUG ## VPW2 ## 48L 1513.1 2213914510121391451011981134101 3216314610121631461012003135101 ## 4F209714300120971430011942132001 ## 4W210114310121011431011946132001 2020.5 2297314110129731411012753130101 3300714210130071421012784132101 ## 4F291513810129151381012699128101 ## 4W292113810129211381012705128101 3028.8 2400013710140001371013704126101 3404513810140451381013745128101 ## 4F392213410139221341013631124101 ## 4W393013410239301341023638124101 3537.3 2499713410149971341014627124101 3505313510250531351024679125101 ## 4F489913110148991311014536122101 ## 4W490913210249091321024545122102 4545.9 2599012710159901271015546118101 3605712810260571281025608119102 ## 4F587212410258721241025437115101 ## 4W588412510258841251025448115102 ## 80L 2019.4 2348516110134851611013200147101 3351616210135161621013229149101 ## 4F3485161101 34851611013200147101 ## 4W353516310135351631013246150101 2526.7 2444315410144431541014080141101 3448315510144831551014117142101 ## 4F444315410144431541014080141101 ## 4W450715610145071561014139143101 3534.2 2543814710154381471014994135101 3548814810154881481015039136101 ## 4F543814710154381471014994135101 ## 4W551614910255161491025066137101 4541.7 2636914510163691451015848133101 3642714620264271462025901134101 ## 4F636914510163691451015848133101 ## 4W646014710264601471025933135102 5550.6 2720913720272091372026620126101 3727513920272751392026680127202 ## 4F720913710172091371016620126101 ## 4W731313910273131391026715128102 6558.3 2778113020277811302027145119202 3785213120278521312027210120202 ## 4F778113020177811302017145119101 ## 4W789313210278931321027248121102 7063.5 2836712820283671282027683117202 3844312920284431292027753119202 ## 4F8367128201836712820 17683117201 ## 4W848713010284871301027794119102 currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 5 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## PERFORMANCE DATA: MICROSTRIKE CONT'D ## PERFORMANCE DATA: STRIKE ## Description # of ## LEDs ## Nominal ## Wattage ## System ## Watts Dist. ## Type ## 5K (5000K NOMINAL 70 CRI)4K (4000K NOMINAL 70 CRI)3K (3000K NOMINAL 70 CRI) ## LumensLPWBUGLumensLPWBUGLumensLPWBUG ## VPW3160L 4546.2 2762314810276231481027000136101 3762614820276261482027003136202 ## 4F759014720175901472016970135101 ## 4W771515010277151501027084138102 7068.3 210322139202103221392029478128202 310326140202103261402029482128202 ## 4F10277139202102771392029437128202 ## 4W10446141202104461412029592130102 9591 2129291322021292913220211872121202 3129341323031293413230311877121303 ## 4F128731312021287313120211821120202 ## 4W130841332031308413320312015122203 105106.3 2150551382021505513820213825127202 3150621383031506213830313831127303 ## 4F149911382021499113820213766127202 ## 4W152361402031523614020313991129203 135134.8 2175331273031753312730316100116303 3175411273031754112730316107116303 ## 4F174571262021745712620216031116202 ## 4W177441282041774412820416294118203 155158.3 2200661233032006612330318426113303 3200751233032007512330318434113303 ## 4F1998012330319980 12330318347113202 ## 4W203071252042030712520418648115204 ## Description # of ## LEDs ## Nominal ## Wattage ## System ## Watts Dist. ## Type ## 5K (5000K NOMINAL 70 CRI)4K (4000K NOMINAL 70 CRI)3K (3000K NOMINAL 70 CRI) ## LumensLPWBUGLumensLPWBUGLumensLPWBUG ## VPW218L 2522.6 ## 23314147101329814610G13171140101 ## 33356148101334014810G13212142101 ## 4F3367149001335114800G13222143001 ## 4W3361149102334514810G23216142102 3031.3 ## 24124132101410413110G13946126101 ## 34176133102415613310G23996128101 ## 4F4189134101416913310G14009128101 ## 4W4182134102416213310G24002128102 3938.8 ## 24894126101487012610G14683121101 ## 34956128102493212710G24742122102 ## 4F4972128102494812810G24758123102 ## 4W4963128102493912710G24749122102 5052.6 ## 26325120101629512010G16052115101 ## 36405122102637412110G26129117102 ## 4F6426122102639512210G26149117102 ## 4W6414122103638412110G36138117103 6060.4 ## 26865114102683211310G26569109102 ## 36952115102691911510G26652110102 ## 4F6974115102694111510G26674110102 ## 4W6962115103692911510G36662110103 currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 6 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## ELECTRICAL DATA: STRIKE ## # OF LEDS18L ## NOMINAL WATTAGE2530395060 ## SYSTEM POWER (W)22.631.338.852.660.4 INPUT VOLTAGE (V)CURRENT (Amps) 1200.210.260.320.440.50 2080.120.150.190.250.29 2400.100.130.160.220.25 2770.090.110.140.190.22 3470.070.090.110.150.17 4800.050.070.080.110.13 ## # OF LEDS36L ## NOMINAL WATTAGE5580100120 ## SYSTEM POWER (W)53.97 7.698.9120.9 INPUT VOLTAGE (V)CURRENT (Amps) 1200.450.650.821.01 2080.260.370.480.58 2400.220.320.410.50 2770.190.280.360.44 3470.160.220.290.35 4800.110.160.210.25 ## PERFORMANCE DATA: STRIKE CONT'D ## Description # of ## LEDs ## Nominal ## Wattage ## System ## Watts Dist. ## Type ## 5K (5000K NOMINAL 70 CRI)4K (4000K NOMINAL 70 CRI)3K (3000K NOMINAL 70 CRI) ## LumensLPWBUGLumensLPWBUGLumensLPWBUG ## VPW336L 5563.1 ## 27284135102724913410G26970129102 ## 37376137102734113610G27058131102 ## 4F7400137102736413710G27081131102 ## 4W7387137103735113610G37069131103 807 7.6 ## 29788126202974112620G29366121202 ## 39912128103986412710G39485122103 ## 4F9944128102989612810G29516123102 ## 4W9926128103987912710G39499122103 105108.2 ## 2126501282021258912720G212105122202 ## 3128101302031274812920G312258124203 ## 4F128511301031279012910G312298124103 ## 4W128291302031276712920G312276124203 120120.9 ## 2137301142021366411320G213138109202 ## 3139041152031383711420G313305110203 ## 4F139491151031388211510G313348110103 ## 4W139241152041385711520G413324110203 currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 7 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## ELECTRICAL DATA: MICROSTRIKE ## # OF LEDS80L ## NOMINAL WATTAGE20253545556570 ## SYSTEM POWER (W)19.426.734.241.750.658.363.5 INPUT VOLTAGE (V)CURRENT (Amps) 1200.160.220.290.350.420.490.53 2080.100.130.180.220.270.280.31 2400.080.120.150.190.240.240.26 2770.070.100.130.170.210.210.23 3470.060.080.110.130.160.170.18 4800.040.060.080.100.120.120.13 ## # OF LEDS160L ## NOMINAL WATTAGE457095105135155 ## SYSTEM POWER (W)46.268.391106.3134.8158.3 INPUT VOLTAGE (V)CURRENT (Amps) 1200.390.570.760.891.121.32 2080.220.330.440.510.650.76 2400.190.280.380.440.560.66 2770.170.250.330.380.490.57 3470.130.200.260.310.390.46 4800.100.140.190.220.280.33 ## # OF LEDS48L ## NOMINAL WATTAGE1520303545 ## SYSTEM POWER (W)13.120.528.837.345.9 INPUT VOLTAGE (V)CURRENT (Amps) 1200.110.170.240.310.38 2080.060.100.140.180.22 2400.050.090.120.160.19 2770.050.070.100.130.17 3470.040.060.080.110.13 4800.030.040.060.080.10 ## # OF LEDS24L ## NOMINAL WATTAGE101525 ## SYSTEM POWER (W)6.614.023.0 INPUT VOLTAGE (V)CURRENT (Amps) 1200.060.120.19 2080.030.070.11 2400.030.060.10 2770.020.050.08 3470.020.040.07 4800.010.030.05 currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 8 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: Type 2 ## Mounting Height: 10ft Type 3Type 4WType 4F ## PHOTOMETRY ## VPW1 ## VPW2VPW2 with Battery Back Box ## VPW3 ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXECO-XXXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW3 ASSY ## VPW3 ASSY 1 ## VPW3 ASSY ## OGA 06/02/23 ## NANA ## VPW3 ## NANA ## PV:1 ## DRAWING NO.SIZE ## D ## SCALE ## CATALOG NO: ## ENGINEERING: ## CHECKED BY: ## DIMENSIONS IN INCHES ## DIMENSIONS IN [ ] IN MM ## CONFORMS TO ASME Y14.5M ## DO NOT SCALE PRINT ## DRAWN BY: ## THIRD ANGLE PROJECTION ## MATERIAL:FINISH: ## REV. ## PART NO: ## CRITICAL DIMENSIONS ## UNSPECIFED TOLERANCES: INCHES ## X.X= ## 0.1 X.XX=0.03 X.XXX=0.010 ## FRACTIONS= ## 1/32 ANGULAR TOLERANCE=1 ## SHT 1 ## 11 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.    ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## NANA ## VPW2 ASSY ## VPW2 ASSY ## P1 ## VIPER WALL SIZE 2 ## OGA05/12/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 15 SHTS The information contained in this drawing is the sole ## property of HLI SOLUTIONS, INC. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design.           ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 ## XXXX/XX/XXEC - XXXXXX XXX ## D ## C ## B ## A 12 876543 2 ## D ## C ## B ## A 12 876543 ## CHCKDESNRECORDDATEREV ## SEE NOTESSEE NOTES ## VPW1 ## VPW1 ## P1 ## VPW1 + BOLLARD ## OGA04/26/23 ## NANA ## NPD-03722 ## NANA ## PV:1 ## CRITICAL DIMENSIONS ## PART NO: ## REV. ## FINISH:MATERIAL: ## THIRD ANGLE PROJECTION ## DRAWN BY: ## DO NOT SCALE PRINT ## CONFORMS TO ASME Y14.5M ## DIMENSIONS IN [ ] IN MM ## DIMENSIONS IN INCHES ## CHECKED BY: ## ENGINEERING: ## CATALOG NO: ## SCALE ## D ## SIZE DRAWING NO. ## UNSPECIFED TOLERANCES: INCHES ## X.X=±0.1 X.XX=±0.03 X.XXX=±0.010 ## FRACTIONS=±1/32 ANGULAR TOLERANCE=±1° ## SHT 1 ## 8 SHTS The information contained in this drawing is the sole property of LITECONTROL CORP. The reproduction, distribution, and utilization of this document as well as the communication of its contents to others without written authorization is prohibited. All rights reserved in the event of the grant of a patent, utility, or design. ## VIPER WALL SIZE 1 (VPW1) ## VIPER BOLLARD SINGLE ## VPB 24L ## VIPER BOLLARD DOUBLE ## VPB 48L    ## VIPER WALL SIZE 1 ## VPW1 8.85" 10.59" 5.25" 5.5" 7.96" 10.85"12.35" 6.20" 17.70" 5.25" 12.50" 4.92" currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 9 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## DIMENSIONS ## DATE:LOCATION: ## TYPE:PROJECT: ## CATALOG #: ## BATTERY OPTIONS & HOUSING SIZES Battery (E)Battery with Heater (EH) ## SizeOptics# LEDsFixture Wattage ## E ## (10W) ## Housing ## EH ## (13W) ## Housing ## VPW1Micro Strike24L ## 10W ## N/ANot AvailableN/ANot Available15W ## 25W ## VPW2 ## Micro Strike ## 48L ## 15WYStandard HousingYIncludes Integrated Back Box ## 20WYStandard HousingYIncludes Integrated Back Box ## 30WN/ANot AvailableYIncludes Integrated Back Box ## 35WN/ANot AvailableYIncludes Integrated Back Box ## 45WN/ANot AvailableYIncludes Integrated Back Box ## 80L ## 20W ## N/ANot Available ## YIncludes Integrated Back Box ## 25WYIncludes Integrated Back Box ## 35WYIncludes Integrated Back Box ## 45WYIncludes Integrated Back Box ## 55WYIncludes Integrated Back Box ## 65WYIncludes Integrated Back Box ## 70WYIncludes Integrated Back Box ## Strike18L ## 25W ## N/ANot Available ## YIncludes Integrated Back Box ## 30WYIncludes Integrated Back Box ## 39WYIncludes Integrated Back Box ## 50WYIncludes Integrated Back Box ## 60WYIncludes Integrated Back Box ## VPW3 ## Micro Strike160L ## 45W ## N/ANot Available ## YesStandard Housing 70WYesStandard Housing 95WYesStandard Housing 105WN/ANot Available 135WN/ANot Available 155WN/ANot Available ## Strike36L ## 55W ## N/ANot Available ## YesStandard Housing 80WYesStandard Housing 100WYesStandard Housing 120WN/ANot Available ## 18L BATTERY PHOTOMETRY80L BATTERY PHOTOMETRY ## Mounting Height: 12ft Scale: 10ft ## PHOTOMETRY - BATTERY currentlighting.com/beacon © 2024 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 10 of 10 Rev 08/28/25 ## BEA_ViperWall_Spec_Sheet_R08 ## VIPER Wall ## VPW1/VPW2/VPW3 LED WALLPACK ## HTG ARCHITECTS PARTNERSHIPS BEYOND BUILDINGS htg-architects.com 1010 Mainstreet, Suite 100, Hopkins MN 55343 (952)-278-8880 Page 1 / 2 ## PROJECT NARRATIVE Blaze Credit Union is proposing to construction of a new branch office and contact center to provide access to financial services for existing and potential new members in the City of Mankato and surrounding communities. The proposed project will offer ample parking for members and staff, as well as drive-up facilities that have become essential in modern banking. The project represents a significant investment in the City of Mankato, enhancing financial services along the XXXX corridor, which is easily accessible from interstate 35W for nearby neighborhoods and local business. Blaze Credit Union plans to bring their Midwestern Values; community driven, serving through integrity, and lately improving the lives of their members to the Mankato Community which is a pivotal step in continuing to make a positive impact and bettering the lives of countless Minnesotans. The new branch and contact center will feature a traditional and attractive structure well including high quality finishes. Key aspects of the project include: • Alignment with the City Plans: The project aligns with the City’s Comprehensive Plan and the permitted land uses outlined in the Commercial Zoning District • Collaborative Design: The site plan design has been developed with feedback from the City’s Community Development team during our pre-application meeting • Architectural Excellence: The proposed building aims to achieve a cozy, local and inviting feeling that will fit well into the local community. Premium exterior and interior finishes will be utilized to create a “hometown business” vibe for a modern, community focused experience. The exterior finishes will feature extensive glazing, stone, brick, metal composite panels, Architectural metal siding with concealed fasteners and Exterior insulation and finish system. In addition to the exceptional materials, the varied roof pitches/ slopes offer character and creates a dynamic silhouette that enhances curb appeal. Colored elevations are included in the submission package to illustrate the proposed design solution. • Environmental Considerations: The project seeks to incorporate all the latest advances in stormwater management well incorporating the Minimum Impact Design Standards (MIDS) and Performance Goals. Other Environmental Considerations include not only complying with the current energy code but exceeding it while utilizing environmentally friendly construction methods where possible. • Employment: Although the day-to-day employment count has not been finalized yet, this branch will create between 10-30 employment opportunities for the local workers/ community. The new employees will be a mixture of part-time and full-time positions. • No Negative Impacts: This project will not have any adverse effects on the community for the following reasons: o No Impact on existing surrounding land uses. o No increase in noise, odors, smoke, gas, vibration or pests. o No detrimental effects on public safety, health and welfare. ## Certificate of Design Compliance December 22, 2025 ## To: Blaze Credit Union I Mankato, MN ## HTG ARCHITECTS PARTNERSHIPS BEYOND BUILDINGS htg-architects.com 1010 Mainstreet, Suite 100, Hopkins MN 55343 (952)-278-8880 Page 2 / 2 ## To: Blaze Credit Union I Mankato, MN ## Certificate of Design Compliance • Traffic Management: Blaze Credit Union generates most of the traffic to their facility during normal business hours; 8:00am-6:00pm. All traffic will be managed on site with excellent stacking capabilities for the drive-through. Typical drive-through transactions per hour vary greatly by branch location but typically average between 8-14 transactions per hour. Also provided is a bypass lane which is currently being shown along Highway 22 which allows vehicular traffic to continue circulating the site even when multiple vehicles are in each drive- through lane. • Operational Information: While not finalized for this location, Blaze Credit Unions’ typical operational hours are Monday through Thursday 9:00a.m. to 5:00 p.m., Fridays 9:00a.m. to 6:00 p.m. and Saturdays 9:00 a.m. to 12:00 p.m. Limited Saturday operational hours along with branch closer on Sundays will greatly reduce traffic counts not impacting other local business Fleet Farm and Caribou Coffee which will see a heightened number of traffic counts on the weekends. About Blaze Credit Union: Blaze Credit Union is a large Minnesota-based Financial Cooperative, formed from Spire Credit Union and Hiway Credit Union, focused on member well-being with Midwestern values including but not limited to integrity, trust, hard work, equality and community focused. Blaze Credit Union offers a variety of services from checking / savings, mortgages, vehicle loans, investments, digital banking, financial literacy resources. Blaze is more than your typical financial institution; they strive to be your partner in life and are dedicated towards providing exceptional services and products to accomplish any of your financial goals. Let’s blaze this trail together! ## NO PARKING ## PROPOSED BUILDING ## CREDIT UNION ## 5,050 SF ## CONTACT ## CENTER ## 1,780 SF ## ONE WAY ## DO NOT ENTER ## ONE WAY ## DO NOT ENTER ## NO PARKING ## EXISTING ## HYDRANT 200.0' ## F.D.C. ## L ## OUCKS ## W:\2025\250603\CADD DATA\CIVIL\_dwg Sheet Files\EXH-Hydrant Coverage Map ## Plotted: ## 01 /19 / 2026 12:16 PM ## PLANNING ## CIVIL ENGINEERING ## LAND SURVEYING ## LANDSCAPE ARCHITECTURE ## ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. ## QUALITY CONTROL ## PROFESSIONAL SIGNATURE ## SUBMITTAL/REVISIONS ## CADD QUALIFICATION ## 12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com ## BLAZE ## CREDIT UNION . ## Mankato, MN 2025 Larpenteur Ave. W. ## Falcoln Heights, MN 55113 ## C1-1DEMOLITION PLAN ## C2-1SITE PLAN ## C3-1GRADING PLAN ## C3-2 SWPPP ## C3-2SWPPP NOTES ## C4-1SANITARY/WATERMAIN PLAN ## C4-2STORM SEWER PLAN ## C8-1CIVIL DETAILS ## C8-2CIVIL DETAILS ## L1-1LANDSCAPE PLAN ## L2-1 LANDSCAPE DETAILS ## 12/23/25CITY SUBMITTAL ## 01/19/26CITY COMMENTS ## Review Date ## SHEET INDEX License No. ## Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ## PJ Disch - PE ## Project Lead ## Drawn By ## Checked By Loucks Project No. 49933 250603.00 ## DDL ## DDL ## PJD 01/19/26 - ## N ## SCALE IN FEET 0 2040 ## HYDRANT ## COVERAGE ## MAP ## EXH ## PARKING STALL COUNT ## ACCESSIBLE PARKING STALL 2 ## LEGEND ## CATCH BASIN ## STORM SEWER ## SANITARY SEWER ## WATERMAIN ## STORM MANHOLE ## SANITARY MANHOLE ## HYDRANT ## GATE VALVE ## SPOT ELEVATION ## SIGN ## LIGHT POLE ## POWER POLE ## WATER MANHOLE / WELL ## CONTOUR ## CONCRETE CURB ## UNDERGROUND ELECTRIC ## CONCRETE ## TELEPHONE PEDESTAL ## UNDERGROUND TELEPHONE ## UNDERGROUND GAS ## OVERHEAD UTILITY ## CHAIN LINK FENCE ## BUILDING ## RETAINING WALL ## NO PARKING ## UNDERGROUND FIBER OPTIC ## SANITARY SEWER SERVICE ## WATER SERVICE ## ELECTRIC METER ## GAS METER ## TREE LINE ## EXISTINGPROPOSED 972 ## DRAINTILE ## FORCEMAIN 3 7 3 ## PARKING SETBACK LINE ## BUILDING SETBACK LINE 2 ## FENCE ## FLARED END SECTION ## POST INDICATOR VALVE ## BENCHMARK ## SOIL BORING 3 ## DIRECTION OF FLOW 1.0% 972.5 ## TOLL FREE: 1-800-252-1166 ## TWIN CITY AREA: 651-454-0002 ## Gopher State One Call ## CALL BEFORE YOU DIG! ## WARNING: ## THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL ## EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ## MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ## THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ## LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, ## CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ## DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ## DURING CONSTRUCTION AT NO COST TO THE OWNER. ## Planning Commission Regular Meeting 5. 3. ## Meeting Date:01/28/2026 ## Title ## CY02-26 Request of the Planning Agency to amend Chapter 10 of Mankato City Code related to floodplain ordinances. ## Review It is requested that Mankato City Code, Section 10-1246, relating to Floodplain Management has minor adjustments. A previous revision to the flood hazard maps and associated information for parts of Blue Earth County, including some areas of Mankato, took effect on December 11, 2023. With this, the city's regulations were updated, reviewed, and approved by the Minnesota Department of Natural Resources (DNR). At the time of the previous adoption of this ordinance, the Le Sueur County Community Panels were not yet completed. Therefore, this separate ordinance amendment adoption of the Community Panels is required now that the noted maps have been updated. ## Findings Staff submits the following findings: The proposed ordinance amendment is consistent with the goals, objectives, and policies of the Comprehensive Land Use Plan, as adopted and amended from time to time by the City Council. 1. The proposed amendment is compatible with the overall character of existing development in the immediate vicinity of the affected property and conforms to the Minnesota Department of Natural Resources Model Ordinance for Floodplains. 2. The proposed amendment will not have an adverse effect on the value of adjacent properties.3. ## Recommendation Staff recommends the adoption of the amendment to Floodplain Ordinance providing updates to the FEMA maps for Le Sueur Counties. ## Attachments ## Draft Ordinance Updates Sec. 10-1246. Incorporation of maps by reference. (a) The following maps, together with all attached material, are hereby adopted by reference and declared to be a part of the official zoning map and this article: (1) Flood insurance studies. (12) Flood Insurance Study for Blue Earth County and Incorporated Areas, dated February 22, 2024. (23) Flood Insurance Study for Nicollet County and Incorporated Areas, dated October 13, 2022. (34) Flood Insurance Study for Le Sueur County and Incorporated Areas, dated JulyOctober 173, 20242. (5) Preliminary Flood Insurance Study for Le Sueur County and Incorporated Areas, dated July 14, 2022. (46) Flood insurance rate map panels enumerated below: a. Blue Earth County panel 27013C0084F, dated February 22, 2024. b. Blue Earth County panel 27013C0091F, dated February 22, 2024. c. Blue Earth County panel 27013C0092F, dated February 22, 2024. d. Blue Earth County panel 27013C0093F, dated February 22, 2024. e. Blue Earth County panel 27013C0094F, dated February 22, 2024. f. Blue Earth County panel 27013C0105F, dated February 22, 2024. g. Blue Earth County panel 27013C0110F, dated February 22, 2024. h. Blue Earth County panel 27013C0114F, dated February 22, 2024. i. Blue Earth County panel 27013C0115F, dated February 22, 2024. j. Blue Earth County panel 27013C0116F, dated February 22, 2024. k. Blue Earth County panel 27013C0117F, dated February 22, 2024. l. Blue Earth County panel 27013C0118F, dated February 22, 2024. m. Nicollet County panel 27103C0410H, dated October 13, 2022. n. Le Sueur County panel 27079C0360D, dated July 21, 1999. no. Le Sueur County preliminary panel 27079C0360E, dated July 174, 20242. (b) These materials are on file at the city (Intergovernmental Center, 10 Civic Center Plaza, Mankato, MN 56001) for public inspection. (Code 2015, § 10.73(2); Ord. No. O-2022-0912-10, § 10.73(2), 9-12-2022; Ord. No. O-2023-1211-6, § 10.73(2), 12- 11-2023) ## Planning Commission Regular Meeting 6. 1. ## Meeting Date:01/28/2026 ## Title Chair/Vice-Chair roles ## Planning Commission Regular Meeting 6. 2. ## Meeting Date:01/28/2026 ## Title ## Committee Appointments