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HomeMy WebLinkAbout2023-09-13 Planning Commission Regular Meeting Packet                       !"! #$""        %&    '( )*+ )   , -( * '(  .         $  #/01230140"      244!#5  6      - .   .   -     7  -    .      .                               !!"!!                                               !         "          #       $                      %           # "$   %&'(    )* *+)    '  + ,-' ' ) )* * ./ 0 -1  2-3  - %  4*.5*. )670    8 ' !  ! - %  446 '   ++.6- $    9 '!!    -0 '6%  4*5:5+(0   ) +%!!$ 0%  6   !& !!  ; -<!!  ;  = !  6 "2 4  & '! & &  6 &'  ' " ' 6 4"6  !>'      *  '!  ! 6    ',5*,.*?? .6  ' 6 !                !"#   $%%& '  #    () *+ , -! .++( ( ///!"    !" ",!%% '    "   #$  $%%& '  Draft Minutes܈ Approved Minutes܆ Approved Date: ___, 2023  Page 1 of 2       Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers August 16, 2023 I. Call To Order Chair Bennett called the meeting to order at 7:00 PM. II. Roll Call Answering the roll call were: Commissioners Daye, Padilla, Strauss, Smith, Felt, Hu, and Chair Bennett. Staff Present: Cary Teague, Community Development Director, and Liz Olson, Administrative Support Specialist. Absent from the roll call: Commissioner Bornstein, Miranda, Olson, Gandhi III. Approval Of Meeting Agenda Commissioner Padilla moved to approve the August 16, 2023, agenda. Commissioner Felt seconded the motion. Motion carried unanimously. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, July 26, 2023 Commissioner Felt moved to approve the July 26, 2023, meeting minutes. Commissioner Daye seconded the motion. Motion carried unanimously. V. Community Comment Mr. Robert Rustack, 6232 Idlewood Lane, addressed the Commission regarding opposing rezoning a parcel of land at 5780 Lincoln Drive. Director Teague offered comments that can be reviewed in the official meeting video. Community Comment was closed by general consensus. VI. Public Hearings A. Zoning Ordinance Amendment – Multi-Family Housing in the City’s PCD-1 and PCD-2 Zoning Districts Draft Minutes܈ Approved Minutes܆ Approved Date: ___, 2023  Page 2 of 2     Director Teague presented the request for a zoning ordinance amendment – Multi-family housing in the City’s PCD-1 and PCD-2 Zoning Districts.  Staff recommended approval of the zoning ordinance amendment, Option B, as outlined in the staff report. Staff answered Commission questions. Public Hearing Ms. Janey Westin, 6136 Brookview Avenue, addressed the Commission regarding her concerns with the proposal. Mr. Kent Kramer, 5713 Parkwood Lane, addressed the Commission regarding the option B language. Mr. Daniel Eaton, 5712 Parkwood Lane, addressed the Commission regarding his concerns with the project meeting existing codes. Commissioner Padilla moved to close the public hearing. Commissioner Daye seconded the motion. Motion carried unanimously. The Commission discussed the zoning ordinance amendment and offered comments that can be reviewed in the official meeting video. Motion Commissioner Daye moved that the Planning Commission recommend adoption to the City Council of the Zoning Ordinance Amendment Option B and recommended the following language subject to review by the city attorney: multiresidential uses, as long as no part of any dwelling unit be located in a basement or on the first story of a building. The first level and basement within a multi-residential building must be permitted uses in the PCD-1 or PCD-2 District. Commissioner Padilla seconded the motion. Motion carried unanimously. VII. Chair and Member Comments Received. VIII. Staff Comments Received. IX. Adjournment Commissioner Felt moved to adjourn the August 16, 2023, Meeting of the Edina Planning Commission at 8:47 PM. Commissioner Daye seconded the motion. Motion carried unanimously.               !"   #$% &'     () %*  + ,-**( ( ...    !" /"!!0$#$%  "                   !" " #!$%&# ' (     #) *+ , - ./++# # 000%    !" 12,%&$%&,&&  "  (, &%&,3$ +4$%5$0%& +'64'75$&2,3$0(,3 0, ,25$&&,030,(  805$ %%$&,   #$  && -. 9 $ /,9&$ !(,$$ &&  The subject property, is located on the east side of Scott Terrace consisting of a one-story home with a deck and detached two-car garage built in 1948. The applicant is requesting a 97 sq ft variance to allow enclosing a slightly larger rebuilt deck into a porch to be constructed behind the house in place of an existing deck. The proposed new screened porch will be oriented towards the rear yard. There will be no visible changes to the property as viewed from the street. With exception of building coverage, the proposed project meets all other zoning requirements. Surrounding Land Uses Northerly: Single Unit residential homes zoned R-1 and guided low-density residential Easterly: Single Unit residential homes; zoned R-1 and guided low-density residential. Southerly: Single Unit residential homes; zoned R-1 and guided low-density residential. Westerly: Single Unit residential homes; zoned R-1 and guided low-density residential. Existing Site Features The subject property is a one-story home, built in 1948. The lot is 9986.77 square feet in area and is located on east side of Scott Terrace. September 13, 2023 PLANNING COMMISSION Kris Aaker, Assistant City Planner B-23-14, A 97-square foot/.96% building coverage variance to allow enclosing a larger rebuilt deck into a porch to be constructed in the rear yard area of 4239 Scott Terrace. Information / Background: STAFF REPORT Page 2 The subject property has a shared driveway with existing hard surface coverage of 52.04% of the lot area. The maximum allowable surface coverage is 50% of the lot area, so the property is currently 2.04% over the maximum allowed. The property owner is proposing to remove hard surface as part of the project to comply with the 50% impervious surface maximum. Maximum allowable building coverage is 25% of the lot area with the 1st 150 sq ft of deck area not included in building coverage. Current building coverage is at 23.8% of the lot area with the porch addition increasing coverage to 25.97% or .97% over the maximum allowed. Planning Guide Plan designation: Low Density Residential Zoning: R-1, Single Dwelling Unit District Grading & Drainage The Environmental Engineer has reviewed the application and submitted comments as attached in their memorandum. Compliance Table City Standard Proposed North Side – Side Yard West Side – Front Yard South Side – Rear Yard South Side – Side Yard 5 feet 86.75 feet 25 feet 7 feet 5.2 feet/existing 83.1 feet/existing 49.6 feet/existing 12.5 feet/existing Building Height 30 feet 25 feet/existing Building Coverage Lots greater than 9,000sf 25% *25.97% proposed 23.8%/existing Surface coverage 50% 49.57% proposed (reduced) 52.04%/existing *Requires a variance STAFF REPORT Page 3 PRIMARY ISSUES & STAFF RECOMENDATION Primary Issue x Is the proposed variance justified? No. Minnesota Statues and Edina Ordinances require that the following conditions must be satisfied affirmatively to grant a variance. The proposed variance will not: 1) Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. The proposed use is permitted in the R-1 Single Dwelling Unit District and complies with zoning standards, with exception of the maximum building coverage of 25%. The proposed porch addition to the home will replace an existing deck. The zoning ordinance provides a “deck credit” with the 1st 150 sq ft of deck area not included in building coverage. This allows for a small outdoor deck in addition to a property that maximizes the amount of building coverage allowed. Converting the deck into enclosed living space is counted in its entirety as building coverage. The addition becomes part of the house, regardless if the porch has screens, windows or walls. The existing conditions conform to the building coverage requirements, (at 23.8%), and allow for 119 sq ft of additional enclosed coverage. Staff is unable to identify a practical difficulty that prevents reasonable use within the ordinance limitations. Regardless of size or configuration of a lot, the maximum % of allowable coverage is equal and consistent for all lot sizes. 2) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? The property is not unique in use, size, shape or location. The building area is currently compliant with the preferences of the applicant and not the conditions of the property that drive the need for a variance. The request is self-created and not as a result of some unique aspect of the lot. 3) Will the variance alter the essential character of the neighborhood? Granting the variance may alter the essential character of the neighborhood. There is a general impression on the part of residents, (that city staff hears from on a frequent basis), that properties are currently being over-built, even under current code limitations. Staff also hears quite frequently from property owners who would like to exceed the allowable coverage requirements, with owners indicating their improvements will not violate the spirit or intent of the ordinance given their excess amount is perceived as “reasonable” and not like over-built properties they’ve identified nearby. Staff has found no “reasonable” amount or % of STAFF REPORT Page 4 increased coverage, even minimal, in past project reviews to support a recommendation to approve an increase in building coverage. Staff also is given no authority to grant administrative variances an owner perceives as minor and believes should not go through the public hearing process. Staff Recommendation Staff has not been able to identify practical difficulties preventing reasonable use of the property and cannot support the request given there are no unique circumstances with the plight of the petitioner self-created. Staff recommends denial of the variance request for a.97% building coverage variance. Denial Deny the request for at 4239 Scott Terrace. Denial is based on the following findings: x The proposal does not meet the standards for variance. x There is no a practical difficulty in complying with the ordinance. x There are no unique circumstances present. x Granting the variance may alter the essential character of the neighborhood. Deadline for a City decision: October 1, 2023. DATE: 8/30/2023 TO: Cary Teague – Planning Director FROM: Ben Jore, PE – Senior Project Engineer RE: 4239 Scott Terrace - Variance Review The Engineering Department has reviewed the subject property for street and utility concerns, grading, stormwater, erosion and sediment control and for general adherence to the relevant ordinance sections. This review was performed at the request of the Planning Department; a more detailed review will be performed at the time of building permit application. Plans reviewed included the site plan and building plans dated 5/19/2023 Summary of Work The applicant proposes install an addition over the existing deck and the removal of a concrete pad. The project overall decreases the impervious by 247 square feet. The request is for a variance to increase the building coverage to over 25%. Easements ‘‘‡–Ǥ Grading and Drainage The site is located on a hill and drainage is split between the Scott Ter and the surrounding neighboring properties. The proposed addition drains to the northern neighboring property and then into a landlocked basin with surrounding structural flooding issues. Applicant to provide a proposed grading plan to confirm positive drainage away from the addition. A final grading inspection will be required to verify compliance with the approved plan. Stormwater Mitigation No Comment. Floodplain Development No Comment. Erosion and Sediment Control An erosion and sediment control plan was not reviewed at this time. Street and Driveway Entrance No Comment. Public Utilities No Comment. Miscellaneous A Minnehaha Creek Watershed District permit may be required, applicant will need to verify with the district. 6FRWW7HUUDFH (GLQD+HQQHSLQ0HWUR*,6k:6% $VVRFLDWHV $XJXVW    IW  P  DESCRIPTION OF PROPERTY SURVEYEDNorth Half of Lot 16, Morningside, Hennepin County, MinnesotaSurvey Notes1. Bearings are based on the Hennepin County Coordinate System.2. Client Name: Gerald Ramsay3. Site Address: 4239 Scott Terrace, Edina, MN 554164. This survey is based on the legal description as provided by the Client5. This Surveyor has not abstracted the land shown hereon for easements, rightsof way or restrictions of record which may affect the title or use of the land6. Do not reconstruct property lines from building ties7. Survey was completed in winter conditions, as such, some topography andimprovements, may not be depicted properlyFOUND IRON MONUMENTLinetype & Symbol Legend MINNESOTA LAND SURVEYOR CERTIFICATIONI hereby certify that this survey, plan or report was prepared byme or under my direct supervision and that I am a duly LicensedLand Surveyor under the laws of the State of Minnesota.Dated this 19th day of May, 2023.___________________________________________________Kelly D Ness Minnesota License No. 45847SET IRON MONUMENTSitePlanDated this 19th day of Ma_________________________________________________________________________________________KellKellKellKellellelleleelley DyNess Minn          ! "! #$%   &'   ! 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PlansaccordingtothenumbersͲProposedscreenporch Architecturaldesignofscreenporch The footprint of the deck/porch will remain the same (Corner will be squared off)Roof line would extended 7 feet out.Due to the unique design on the back of our home, nearly 45% of the square footage for the porch is already in place with an existing roof and  exterior walls. Inner roof line to extend out 7 feet. Removed600squarefeetofconcretepavers/peagravelandinstalledsodtoaddmoregreenspace.Thisreducedourimperviousspacefrom52.04%to49.57%.BeforeAfter Distancebetweenporchcornerandsouthneighbor’shomewouldbe29feet.29 feet Distancebetweenporchcornerandnorthneighbor’shomewouldbe22feet.22 feet 100%ofresidentswithin200feet*of4239ScottTerracesupportourvariancerequestGreen star represents households that have signed a letter of  support for variance request.*List provided by the                   City of EdinaEstate of Marjorie Eaton no longer owns 4238 France Ave S.Rachel Lytle purchased 4238 France Ave S ͲAugust 2023. 40 people have signed letters of support for our variance request. See attachments Thank you for viewing our Variance Request PowerPoint presentation.  If you have any questions, comments or concerns, please contact us:Theguertins@gmail.com952Ͳ258Ͳ3316ͲRandy Guertin’s cell phone952Ͳ258Ͳ3317ͲJeMae Guertin’s cell phone              !    " " # $! %&'()      *+ ,- . ( /0--* * 111%    !" %!%234353 (.44 4  "  '.234 + *4 6-43.!%4.- 4234 35# $! %!7. .44'(45  23 %#-  85'41..4!'9# $! % ( /0--* -( .!1.( :&;) - !1%. (45 11(234333. 3 131.5<(511.4.1535 4.514  #$  44 (/ = 3 '.33 44 September 13, 2023 PLANNING COMMISSION Kris Aaker, Assistant City Planner B-23-13, A 28.34-foot east and a 29.5-foot south setback variance request from the 50- foot requirement for utility equipment in excess of 36 sq ft in the front setback location at 7000 York Ave. Information / Background: The applicant, Black & Veatch and Electrify America proposes to install (6) 350kw electrical vehicle chargers and a transformer within the south east portion of the parking lot area on the Target property at 7000 York Ave So., Edina. The request places a 750 KVA utility transformer within the 50 ft setbacks required from both the east and south lot lines. There is an existing Target building and surface parking on the property that is the primary use on the property. The applicant wishes to locate the transformer within a designated utility easement as directed by Excel Energy instead of deeper on site and compliant with setbacks near the 6 charging stations/parking stalls. Black & Veatch, on behalf of Target and Electrify America, requests a variance to place a Utility Transformer within the front setback at Target’s location. Electrify America offers an ultrafast and convenient charging network. Black & Veatch is a construction firm offering design engineering, permitting and construction management services. EA leases space in the parking lot where EA intends to install six (6) 350kw dispensers. Electrify America will own and maintain all EV equipment and infrastructure including the dispensers, conduit, power units and switchboard assembly. Xcel Energy will retain ownership of the newly installed utility transformer and they will be responsible for its maintenance. Xcel Energy designed a utility plan to bring enough power to this site. Xcel determined that this project required a 750KVA transformer. Xcel’s 750KVA transformer requires an 8’x8’ concrete pad to provide proper structural support. A utility transformer must be placed within a utility easement. The applicant indicated since there is an existing utility easement at the proposed location, Xcel strongly encouraged EA to place the Transformer at the proposed location. The existing utility easement runs through the 50 ft required setback. STAFF REPORT Page 2 Prior to Variance application, Xcel and Target tried to craft a new easement that would place the new Transformer adjacent to the rest of the EV charging equipment. There were several challenges regarding maintenance and liability. As a result, Xcel strongly encouraged the Transformer location where Xcel is already maintaining a utility easement. It should be noted that the ordinance allows for an exception within the setback if utility equipment is 36 sq ft or less. EAE asked Xcel to down size the Transformer by reducing the site by two (2) chargers. Xcel Energy confirmed that we would need the same exact pad to provide structural support, even with a smaller transformer. Further reduction in charging stations would create a non-viable project. In the Planned Commercial District-3, City Code Section 36-1273, Utility buildings and structures: The variance is required due to the following: c, (1) If the footprint is 36 square feet in area or less, and six feet in height, utility and/or mechanical equipment shall be permitted at any location in a front, side or rear yard with no minimum setback from any property line. Electric Vehicle Supply Equipment (EVSE) height is allowable to eight feet. If utility or mechanical equipment is located within a city right-of-way, a permit is required. Surrounding Land Uses Northerly: PCD-3, Planned Commercial District 3, Galleria. Easterly: R-1, Single Dwelling Unit District/Institutional, Hennepin County Library Westerly: PCD-3, Planned Commercial District 3, Brandon Square PUD, Planned Unit Development, Bower Residence Southerly: PCD-3, Planned Commercial District 3, Yorktown Mall Existing Site Features The site contains a Target building and paved parking area. No changes are proposed to the footprint of the building. Planning Guide Plan designation: CAC, Community Activity Center Zoning: PCD-3, Planned Commercial District 3 STAFF REPORT Page 3 PRIMARY ISSUES & STAFF RECOMENDATION Primary Issues Is the proposed variance justified? Yes, staff believes the requested variance is justified. Minnesota Statutes and Section 36-98 of the Edina Zoning Ordinance require that the following conditions must be satisfied affirmatively to grant a variance. The proposed variance will: 1. Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. Staff believes that the proposed use is reasonable given it is consistent with the Comprehensive Plan. The ordinance allows for an exception within the setback if equipment is 36 sq ft or less. The applicant determined no other designs were reasonable or viable where a new Transformer could be placed on a 6’x6’ concrete pad, to conform with the existing ordinance. There is a standardized, 8’x8’ pad, even when sizing down the Transformer. The 8’x8’ concrete pad is the industry standard for a Utility Transformer to support DC fast charging. An existing utility easement runs through the existing 50’ setback. It is a practical solution to locate utility equipment within an existing designated easement. Based on this description, staff finds that the use is consistent with the Comprehensive Plan. 2. There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created. The variance is partly due to the standardized equipment and the location of an existing easement, which was not created by the applicant. Individual utility equipment sizes and easement locations will vary given type and location of a project. The applicant is held to industry standards and an existing easement location. The applicant pursued potentially avoiding a variance by reducing the pad size and/or recording a new easement with little success. Staff does not see any benefit to downsizing the number of EV stations or transformer size given constraints on compliance. STAFF REPORT Page 4 3. Will not alter the essential character of the neighborhood. The variance to allow the proposed EV installation will not alter the essential character of the locality. EV charging and supporting utilities are prevalent in the surrounding area. There are existing Transformers and electrical cabinets located all along York Ave, near the subject site. The proposed utility transformer will be screened by vegetation on both York and Hazleton, to minimize visual impact and maintain aesthetics along York Avenue. The proposed improvement also will not affect any existing vegetation along York Avenue and Hazleton Avenue. Staff Recommendation Staff recommends approval of a 28.34-foot east and a 29.5-foot south setback variance from Edina City Code Section 36-1273 to allow a Transformer to be located 21.7 ft from York Ave. and 20.5 ft from Hazelton Ave. within the 50 ft front yard setback area in support of an EV charging station and supporting equipment at 7000 York Ave. So. Approval is subject to the following findings: 1. The proposal for the Transformer location is appropriate within an existing easement area. The Transformer location is compatible with Comprehensive Plan and with uses allowed within the Planned Commercial District. 2. The EV charging station use is consistent with the Land Use designation for Community Activity Center in the Comprehensive Plan. 3. The variance is partly due to the standardized size of equipment needed for supporting an EV charging station and the need for location within an existing utility easement which was not created by the applicant. Similar project size and locations will vary for EV stations and equipment and will need to be addressed individually given each unique circumstance. 4. The variance to allow the proposed Transformer location will not alter the essential character of the locality. Utility uses are prevalent in the surrounding area, including along York Ave. A landscape screening plan has been included to buffer the impact along the streetscape. Approval is subject to the following conditions: 1. Plans date stamped: August 31, 2023 2. Installation and maintenance of landscape/screening plan date stamped: August 31, 2023. 3. Conformance with Engineering memorandum of August 31, 2023. Deadline for a City decision: October 30, 2023. DATE: 8/31/2023 TO: Cary Teague – Planning Director FROM: Ben Jore, PE – Senior Project Engineer RE: 7000 York Ave S - Variance Review The Engineering Department has reviewed the subject property for street and utility concerns, grading, stormwater, erosion and sediment control and for general adherence to the relevant ordinance sections. This review was performed at the request of the Planning Department; a more detailed review will be performed at the time of building permit application. Plans reviewed included the MN240160 Edina Installation of Electric Vehicle Charging Equipment by Black & Veatch and Electrify America dated 5/12/2023 Summary of Work The applicant proposes to install (6) 350kw charger and a transformer within the target property at 7000 York Ave S, Edina. The request is for a variance to place a 750 KVA utility transformer with the front setback. Easements A 10’ utility easement is located 20’ west of the eastern property line. The transformer is proposed in the southeast corner of the target property. The transformer looks to be within the utility easement. Storm sewer is also located in this easement to the north of the proposed transformer. Grading and Drainage Site drains to city stromsewer which discharges into a downstream wetland. Stormwater Mitigation No Comment. Floodplain Development No Comment. Erosion and Sediment Control No Comment. Street and Driveway Entrance No Comment. Public Utilities No Comment. Miscellaneous A Nine Mile Creek Watershed District permit may be required, applicant will need to verify with the district. <RUN$YH6R k:6% $VVRFLDWHV $XJXVW    IW    P  APPLICANT NARRATIVE Background Black & Veatch, on behalf of Target and Electrify America, requests a variance to place a 750 KVA Utility Transformer within the front setback at Target’s location at 700Ϭ York Ave S, Edina, MN 55435. Electrify America’s goal is to promote greater Zero-Emission Vehicle (ZEV) adoption by offering an ultrafast and convenient charging network. Black & Veatch is a construction firm offering design engineering, permitting and construction management services. EA leases space in the parking lot where EA intends to install six (6) 3ϱ0kw dispensers. Electrify America will own and maintain all EV equipment and infrastructure including the dispensers, conduit, power units and switchboard assembly. Xcel Energy will retain ownership of the newly installed utility transformer and they will be responsible for its maintenance. Level 3 charging is the fastest type of charging available and can recharge an EV at a rate of 3 to 20 miles of range per minute. Unlike Level 1 and Level 2 charging that uses alternating current (AC), Level 3 charging uses direct current (DC). The site is intended to support six (6) 350kw chargers. Industry standard is 4-6 chargers. There is no other EV equipment proposed in the setback. Only Xcel’s Utility Transformer is proposed to be placed within the setback. Transformer Size Xcel Energy designed a utility plan to bring enough power to this site. Xcel determined that this project required a 750KVA transformer. Xcel’s 750KVA transformer requires an 8’x8’ concrete pad to provide proper structural support. When Edina Planning reviewed our proposed site plan, Edina Planning advised that we were placing the new Transformer within the setback. Black & Veatch conferred with Xcel Energy on ways to reduce the Transformer footprint to accommodate the setback. Black & Veatch asked Xcel if we could size down our Transformer by reducing the site by two (2) chargers. Xcel Energy confirmed that we would need the same exact pad to provide structural support, even with a smaller transformer. If we reduced beyond two (2) chargers, the site would not be viable. Also worth noting, the proposed 750KVA transformer would be able to support a site expansion of 2-4 additional chargers in the future. Any expansion would be permitted separately. Transformer Location A utility transformer must be placed within a utility easement. Since there is an existing utility easement at our proposed location, Xcel strongly encouraged us to place the Transformer at this location. The existing utility easement runs through the existing 50’ setback. We intend to provide vegetation to offset any visual impact on both the York Ave and Hazleton Rd side of the new transformer. Prior to making this Variance application, Xcel and Target tried to craft a new easement that would have placed the new Transformer adjacent to the rest of the EV charging equipment. There were several complexities regarding maintenance and liability that caused long, still-unresolved delays. As a result, Xcel to strongly encourage that we place the Transformer at this proposed location where Xcel is already maintaining a utility easement. VARIANCE APPLICATION QUESTION & RESPONSES The proposed variance will: Relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable Correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district Be in harmony with the general purposes and intent of the zoning ordinance Not alter the essential Character of a neighborhood The Commission is charged to only grant a petition for a variance if it finds: 1. That strict enforcement of the ordinance would cause practical difficulties because of circumstances unique to the petitioner’s property Response: The ordinance allows for an exception within the setback if equipment is 36sqft or less. We asked Xcel if there were any site designs where a new Transformer could be placed on a 6’x6’ concrete pad, to conform with the existing ordinance. Xcel directed us back to the 8’x8’ pad, even when sizing down the Transformer. Including correspondence with Xcel confirming the pad size for different Transformer sizes. This 8’x8’ concrete pad is the industry standard for a Utility Transformer to support DC fast charging. 2. That the granting of the variance is in keeping with the spirit and intent of the ordinance. Response: This proposed equipment will match the community. Directly across the street on York Ave, there are several electrical cabinets visible from the ROW. The proposed utility transformer will be screened by vegetation on both York and Hazleton, to minimize visual impact and maintain aesthetics along York Avenue that connects to Edina’s multi-use path corridor. As a result of this proposed improvement, we are not affecting any existing vegetation along York Avenue and Hazleton Avenue. 3. Would not alter the essential character of the neighborhood. Response: There are existing Transformers on York Avenue. See attached picture of Transformers directly across of York Avenue (Exhibit A). There are also electrical cabinets located across York Ave, about .5 miles South from Target (Exhibit B) and .5 miles North from Target (Exhibit C). 4 “Practical Difficulties” means that: 1. The property in question cannot put to a reasonable use as allowed by the ordinance Response: Target and Xcel have been unable to come to terms on a new utility easement due to complexities involving maintenance and liability implications. 2. The plight of the petitioner is due to circumstances unique to his/her property which were not created by the petitioner Response: This 8’x8’ concrete pad is the industry standard for a Utility Transformer to support DC fast charging. This requirement is a directive from Xcel Energy (Exhibit “D”). 3. The variance, if granted, will not alter the essential character of the property or its surroundings. Response: Directly across the street, there are electrical cabinets in view from the right of way. Our proposed Transformer will be screened with vegetation on York and Hazelton, and therefore less of a visual impact along York Avenue that connects to Edina’s multi-use path corridor. **Economic considerations alone shall not constitute an undue hardship if reasonable use for the petitioner’s property exists under the terms of the ordinance. EXHIBIT "A" EXHIBIT "B" EXHIBIT "C" Mat ID #99447 NSPM and NSPW pad thickness will be 8" with 4 SL Lifting Anchors. PSCo pad thickness will be 6" with 2 SL Lifting Anchors. 7+5((3+$6(75$16)250(5 35(&$67&21&5(7(3$'6 Jan-19 Jan-17 ACB TNJ O-32 2 ,QGXVWU\6WDQGDUGIRU (9&6.9$ (;+,%,7' ,QGXVWU\6WDQGDUGIRU\ (9&6.9$ 4 1 3 5 8'-8" 1'-8"5'-4"1'-8" 2'-1"(Secondary Opening) 1'-6" 10" Rebar to be 3" from all concrete edges 8'-4" 6"3"CL (Primary Opening) Primary Conduits (See Note 7) Service Conduit Location (If no SCC) 22 6 8" Min Notes: 1. For transformer kVA sizes, refer to page O-E. 2. Concrete shall have a minimum compressive strength of 3,000 psi at 28 days. All concrete shall be air entrained (4% to 6% by volume) with a maximum Water Content ratio of 0.45. 3. Reinforcing steel shall be furnished in accordance with ASTM A615 Grade 60. Place per schedule within the limits shown. All reinforcing steel shall be uniformly tied to reinforcing steel to prevent displacement during concrete placement. 4. Top surface finish shall be level. Wood float top; do not leave any depressions. 5. Soil compaction under pad (for both pour-in-place and separate standard pads) to be at 95% Standard Proctor. 6. Pad must be located within 10 ft of driving surface for truck access for placement of transformer. 7. Two 6" - 36" radius conduit elbows for primary cable to extend 3' beyond the front edge of transformer pad. REINFORCING STEEL SCHEDULE 123456Approx. Weight (9) #4 X 8'-2" (6) #4 X 1'-2" (3) #4 X 8'-2" (8) #4 X 5'-6" (12) #4 X 7'-10" (4) #4 X 3'-0"6,500 lbs. 66 6 1 1 1 1 1 1 1 1 3 3 5 5 5 5 5 5 5 5 5 5 5 4444444 7+5((3+$6(75$16)250(5&21&5(7(3$' $1'N9 N9$ 3285(',13/$&(%<&86720(5 Jan-19 Jan-16 ACB TNJ O-33 2 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSTITLE SHEET &PROJECT DATAT-1TARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 554353TITLE SHEET & PROJECT DATAOVERALL SITE PLANC-1T-1THIS SITE IS LOCATED IN FLOOD ZONE "X".AREA DETERMINED TO BE OUTSIDE OF THE 0.2%ANNUAL CHANCE FLOOD PLAIN.PERMITTING JURISDICTION: CITY OF EDINAZONING CLASS: PCD-3 PLANNEDCOMMERCIAL DISTRICTSITESITEXCEL ENERGYASHLEY GIOSSI(612) 344-7073POWER COMPANY:EQUIPMENT SUPPLIER:COUNTY:HENNEPINLATITUDE (NAD83):44° 52' 28.70" N44.874636°LONGITUDE (NAD83):93° 19' 18.40" W-93.321764°TARGET T23137000 YORK AVE SEDINA, MN 55435PROPERTY OWNER:CONTACT ENGINEER:ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191RUSSELL POLLOM(913) 458-6274POLLOMRE@BV.COMLOCATION MAPAREA MAPPROJECT DESCRIPTIONSITE INFORMATIONCONTRACTOR NOTECONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNEDAND THE SEALED SET OF DRAWINGS. ANY NECESSARYDEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTEDTHROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FORAN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH ADEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS.CALL BEFORE YOU DIGENGINEER OF RECORDSHEET NO:DRAWING INDEXSHEET TITLEREVNO:DO NOT SCALE DRAWINGSZONING INFORMATIONFLOOD HAZARD AREA NOTEAPPLICABLE CODESFOR REFERENCE ONLY DRAWINGSCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS &CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDINGWITH THE WORK.11"x17" PLOT WILL BE HALF SCALE UNLESS NOTEDMN240160 EDINAINSTALLATION OF ELECTRIC VEHICLE CHARGING EQUIPMENTENLARGED SITE PLANC-27000 YORK AVE S, SUITE EVSEDINA, MN 55435EV SITE ADDRESS:SITE ELEVATIONSC-3EQUIPMENT DETAILSC-4D-1DEMOLITION SITE PLAND-2xINSTALL (1) UTILITY TRANSFORMERxINSTALL (1) SWITCHBOARD ASSEMBLYxINSTALL (3) 360KW BTC POWER UNITxINSTALL (6) 350KW BTC DISPENSERSxINSTALL (1) LIGHT POLEC-5GENERAL NOTES 1GN-1GENERAL NOTES 2GN-2GENERAL NOTES 3GN-3ENLARGED EQUIPMENT LAYOUT00230312EQUIPMENT DETAILSD-31UNDERGROUND SERVICE ALERT3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTIONUTILITY NOTIFICATION CENTER OF MINNESOTA811 OR 1-800-252-1166ALL WORK SHALL COMPLY WITH THE FOLLOWINGAPPLICABLE CODES:2020 MINNESOTA BUILDING CODE2020 MINNESOTA FIRE CODE2020 MINNESOTA AND FUEL GAS CODE2020 MINNESOTA ELECTRICAL CODE2020 MINNESOTA ENERGY CODEIN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODESHALL PREVAILPROPERTY SURVEYSTAGING PLANNATHAN PETRYPE # 51299BLACK & VEATCH CORPORATIONEQUIPMENT DETAILSAPN: 32-028-24-21-0002D-4FENCE DETAIL2LS-1300LANDSCAPING PLAN,DETAILS & PLANT SCHEDULE3E-1 UTILITY PLANE-3ELECTRICAL DETAILSE-2SINGLE LINE DIAGRAMELECTRICAL PLANE-4221ELECTRICAL DETAILSE-500GROUNDING DETAILSG-1 1ENLARGED SITE PLANC-3.1322SHEET NOT USEDC-6 13I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/202405/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSGENERAL NOTES 1GN-1GENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTES CONT.1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLYGENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BLACK & VEATCH)CONTRACTOR: (CONSTRUCTION)OWNER: ELECTRIFY AMERICA2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS.3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITHALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACTDOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BEACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIESSHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OFWORK.4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALLAPPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUEALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK.5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITYCOMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, ANDAPPLICABLE REGULATIONS.6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATEDON THE DRAWINGS.7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINEONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESSOTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONSREGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUITJOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OFWORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THECONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THEENGINEER PRIOR TO PROCEEDING.10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORKUNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCALJURISDICTION.11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITHOTHER DISCIPLINES.12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCEDWORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THESCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES.CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THATDEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48HOURS PRIOR TO COMMENCEMENT OF WORK.15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'SEXPENSE TO THE SATISFACTION OF THE OWNER.16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OFCONSTRUCTION.17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES ANDCONTRACTORS TO THE SITE AND/OR BUILDING.18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THEDURATION OF CONSTRUCTION UNTIL JOB COMPLETION.19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OFPLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOTLESS THAN 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONSOF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.21. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BEPROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BYTHE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THECONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALLINCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICALSAFETY, AND D) TRENCHING & EXCAVATION.22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICHINTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OROTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OFTHE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNERAND/OR LOCAL UTILITIES.23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THEEQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TOPREVENT EROSION.24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE INCONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENTCONTROL.25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZENMATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENTSTANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALLBE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCALJURISDICTION.27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BEREMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, ANDOTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETIONOF CONSTRUCTION AND PRIOR TO PAYMENT.29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERALCONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER ORSEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED).32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONSREQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFYTHE GENERAL CONTRACTOR IMMEDIATELY.34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/ORDRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSGENERAL NOTES 2GN-2MINNESOTA STANDARD SPECIFICATIONSDIVISION 2 - MNDOT ASPHALTGENERAL SITE WORK NOTESSIEVE SIZE TOTAL PERCENT PASSING1 1/2 INCH (37.5 MM)100NO. 4 (4.75 MM)30 TO 60NO 200 (0.075 MM)3 TO 15GENERAL SITE WORK NOTES CONT.GENERAL SITE WORK NOTES CONT.PART 1 - GENERALCLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATIONAND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.1.1 REFERENCES:A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAYCONSTRUCTION-CURRENT EDITION).B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).1.2 INSPECTION AND TESTING:A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES (BACKFILL, CONCRETE POUR, ETC).1.3 SITE MAINTENANCE AND PROTECTION:A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTILCOMPLETION OF THE CONTRACT.B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBSDESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THATARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK.C. KEEP SITE FREE OF ALL PONDING WATER.D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTINGAGENCY AND EPA REQUIREMENTS.E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILARDEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIODOF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK.F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THEOWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER ANDTHEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTENNOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONEMONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTHBEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED.PART 2 - PRODUCTS2.1 SUITABLE MATERIAL – SUITABLE MATERIAL ARE USED FOR GRADING AND BACKFILL. SUITABLE MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL, ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZE GREATER THAN 3-INCH. SUITABLE SOILS HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS.2.2 UNSUITABLE MATERIAL – SOILS THAT ARE FROZEN, CONTAIN ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE TOO WET OR TOO DRY TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS ARE UNSUITABLE .2.3 GRANULAR BACKFILL – SHALL MEET THE FOLLOWING GRADATION2.4 GRANULAR BEDDING – WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF ASTM C 33 FINE AGGREGATE.2.5 CONTROLLED LOW STRENGTH MATERIAL (CLSM)– A SELF LEVELING AND SELF COMPACTING CEMENTITIOUS MATERIAL COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER AND ADMIXTURES. CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI .2.6 BACKFILL – PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR BEDDING, GRANULAR BACKFILL OR CLSM.2.7 TOPSOIL – SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH.PART 3 - EXECUTION3.1 GENERAL:A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENTCONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCHCONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES.B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES,GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CONDUCT UTILITYLOCATE IN ACCORDANCE WITH THE ONE-CALL NOTIFICATIONC. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS,RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THESURFACE OF THE SITE AREA TO BE CLEARED.D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THEORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSEEMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREATO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS ANDOTHER DEBRIS THEREBY EXPOSED.E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETSTHE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLEMATERIALS. SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITEGRADING.F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTINGFROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL.G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROMCLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.H. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TOVERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THEEXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOTSHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTIONMANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK ASINDICATED ON THE DRAWINGS.I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESSEXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.J. DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING ASREQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION.3.2 BACKFILL:A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE,INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE,BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHEDGRADE.B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THEEXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL.D. PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED INUNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACTTO THE SAME DENSITY AS NATIVE SOIL. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILLMATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED.E. WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIEDDENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE METUNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALLTAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DRYING, ADDING WATER, ORINCREASING THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS.3.3 TRENCH EXCAVATION:A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGSOR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING ASREQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THEOUTERMOST CONDUIT.C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATETHE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIREDELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL.3.4 TRENCH BACKFILL:A. PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGSAND THE UTILITY REQUIREMENTS.B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFOREACCEPTANCE TESTING.D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCHUNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILLINTO SPACE AROUND CONDUITS.E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIALIN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACEGRADE.G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THEEXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH3.5 FINISH GRADING:A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH,EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADINGSHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THECONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLEMATERIALS.C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORKTO THEIR ORIGINAL CONDITION.3.6 ASPHALT PAVING ROAD:A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISESPECIFIED.B. ALL ELECTRIC VEHICLE CHARGING STALLS WITH AN ASPHALT SURFACE SHALL BE SEALCOATED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSGENERAL NOTES 3GN-3GROUNDING NOTES1. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.3. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).4. ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION TYPE CONNECTIONS LISTED FOR USE IN THE APPLICATION WHICH THEY ARE INSTALLED.ELECTRICAL NOTESELECTRICAL NOTES CONT.1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORKINDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALLAPPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITHTHESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON ASPOSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THATPORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVEACTIONS TO BE TAKEN.2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITHANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKEPROVISIONS AS TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP.,LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THECONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THISPARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARYFOR A COMPLETE AND WORKING SYSTEM.3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC ANDALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTIONAND SHALL INCLUDE BUT NOT BE LIMITED TO:A. UL - UNDERWRITERS LABORATORIESB. NEC - NATIONAL ELECTRICAL CODEC. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACTE. SBC - STANDARD BUILDING CODEF. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACTLOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES ANDLOCATIONS WHEN NEEDED.5. EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUTWRITTEN PERMISSION OF THE OWNER.6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THECONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORKBEGINNING OR ORDERING THE EQUIPMENT.7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATESTHAT THE CONTRACTOR SHALL FURNISH AND INSTALL.8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTSSUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULEDDOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHTTO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK.9. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE(THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ONDRAWINGS.10. ALL WIRING INSTALLATIONS SHALL BE COMPLIANT WITH NEC ARTICLE 310.10 AND TO FOLLOWMANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADEDHUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICALSYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPERWORKING ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESSOTHERWISE DIRECTED.13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL ANDSUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER.14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEPROGRESS OF CONSTRUCTION.15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR APERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGEAND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THEINSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN.17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTIONAGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK.18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES ANDDEVICES FOR ALL OUTLETS AS INDICATED.19. TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUNDINSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING ANDCOMPACTION. REFER TO GENERAL SITE WORK NOTES.20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BENEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEEDTHE REQUIREMENTS OF THE NEC, NEMA AND IEEE.21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OFANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BYTHE CONSTRUCTION MANAGER PRIOR TO INSTALLATION.22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICALCONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK ANDPERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINALACCEPTANCE.23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTENDIRECTORIES.24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAKENCLOSURES, AS REQUIRED BY EXPOSURE TYPE.25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALLBE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BYIDEAL INDUSTRIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM& COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIEDOTHERWISE. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE.27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 2013.THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUITBENDS SHALL NOT BE LESS THAN SHOWN IN TABLE 2 CHAPTER 9 OF THE NEC. RGS CONDUITSWHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLEFOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLDGALV'.28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPEINSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESSMECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER.30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOWGROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ"CAUTION BURIED ELECTRIC".31. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONINGWIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUNDCONDUITS.32. ALL BOLTS SHALL BE STAINLESS STEEL.33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BENEW AND UNUSED.FIBER OPTIC NOTESUSE CABLE WITH THE FOLLOWING MINIMUM PROPERTIES:1. HIGH TENSILE STRENGTH >150 LB2. TIGHT BUFFERED3. INDOOR / OUTDOOR UV AND MOISTURE RESISTANT “RISER” CABLE4. CONNECTOR TYPE: ST-ST5. FIBER TYPE: MULTI-MODE 6-FIBER (3 PAIR) 62.5UM OR OM3. 6 CONNECTORS ON BOTH ENDS.6. JACKET: INDOOR/OUTDOOR RISER, BLACK7. BREAKOUT: SIDE A: INNER END - 24 INCHES WITH 2MM FURCATION SIDE B: OUTER END - 24 INCHES - 2MM FURCATION - STAGGERED EVERY 1"8. WITH PULLING EYE ON SIDE B (OUTER END) AND SPOOL REEL1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 870870 86 8868869 870868869871 FRONTOVERALL SITE PLANREV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSOVERALL SITE PLANC-120' 10' 0 20' 40'1"=20'EXISTING ASPHALTPARKING LOT (TYP)SEE ENLARGED SITEPLAN SHEET C-3EXISTINGCURB (TYP)EXISTING SIGNPOST (TYP)EXISTING STORMMANHOLE (TYP)EXISTING LIGHTPOLE (TYP)EXISTINGTREE (TYP)EXISTING UNDERGROUNDSTORM LINE (TYP)EXISTING PARKINGLINE (TYP)EXISTING DRAININLET (TYP)EXISTING UNDERGROUNDELECTRIC LINE (TYP)EXISTING UNDERGROUNDFIBER LINE (TYP)EXISTING UNDERGROUNDWATER LINE (TYP)EXISTING STORMMANHOLE (TYP)EXISTINGTRAFFIC SIGNALEXISTINGGAS VALVEEXISTINGHANDHOLE (TYP)EXISTINGTRANSFORMER(TYP)EXISTINGFIRE HYDRANTEXISTING GATEVALVE (TYP)EXISTINGUNDERGROUNDGAS LINE (TYP)EXISTING 60'-0"SETBACKEXISTING 72'-0"SETBACKEXISTINGSIDEWALK (TYP)EXISTINGPROPERTY LINE (TYP)YORK AVE SHAZELTON RDEXISTING 50'-0"SETBACK31'-1"EXISTING 50'-0"SETBACK14'-6"2SEE ENLARGED SITEPLAN SHEET C-3.1221'-8"TO PROPERTY LINE20'-6"TO PROPERTY LINE233I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSDEMOLITION SITE PLANC-26' 4' 2' 0 5' 10'3/16"=1'-0"DEMOLITION SITE PLAN1. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES DISTURBED BY THE WORKTO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK.2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING.NOTESDEMO QUANTITIES TABLEASPHALT68 SQ YDSPARKING LINES GRINDINGCURB 116 FTLANDSCAPING188 SQ FTEXISTING ASPHALTPARKING LOTREMOVE EXISTINGPARKING LINE (TYP)EXISTING TREE TO BEREMOVED (TYP OF 3)EXISTING TREEEXISTINGCONCRETE CURBEXISTING UNDERGROUNDELECTRIC LINE (TYP)EXISTING PARKINGLINE (TYP)EXISTINGLIGHT POLEEXISTING 18'-1"(TYP)EXISTING 9'-0"(TYP)SEE DEMOQUANTITIES TABLE13'-5"5'-10"2235'-11"3'-0"34'-1"16'-10"8'-8"3I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 708 7REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSENLARGED SITE PLANC-34' 2' 0 4' 8'1/4"=1'-0"ENLARGED SITE PLAN1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONEMONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED.2. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITIONTHAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK.3. PROPOSED ISLAND MAINTAINS EXISTING DRAINAGE PATTERN AND DOES NOT CREATE ANY PONDING AREA. PROPOSED WORK DOES NOT INCREASE STORM WATER EFFECT ON SITE.4. 4. CONTRACTOR TO INSTALL WATTLE OR SIMILAR ALONG DOWNHILL SIDE OF SITE TO PREVENT SEDIMENT FROM SITE DISCHARGING INTO EXISTING STORM SYSTEM.NOTESSEE ENLARGED PROPOSEDEQUIPMENT LAYOUT SHEET C-4PROPOSEDCONCRETE CURBAD-3PROPOSEDDISPENSER (TYP OF 3)PROPOSED PARKINGSTRIPE (TYP)EXISTING CONTOURLINE (TYP)EXISTING TREE (TYP)CD-1EXISTING ASPHALTPARKING LOTR = 2'-2"L = 3'-5"3EXISTING STALL COUNTPROPOSED STALL COUNTPROJECT AREA STALL COUNTHOST APPROVED STALL COUNT10610*SHARED 350KW OUTPUTPROPOSED DISPENSERDISPENSERNUMBER350 KW CABLE TYPE1* CCS1* CCS1* CCS1* CCS1* CCS1*CCS1A1B2A2B3A3B21EXISTING UNDERGROUNDELECTRIC LINE (TYP)PROPOSED NO PARKINGEXCEPT WHILE CHARGINGSIGN (TYP OF 5)DD-3ED-3PROPOSED NO PARKINGEXCEPT WHILE CHARGING SIGN,MOUNTED ON LIGHT POLEED-3PROPOSED LIGHT POLECD-2BD-2EXISTING PARKINGLINE (TYP)1A1B2A2B3A3BAC-5AC-5EXISTINGCONCRETE CURBEXISTINGLIGHT POLEEXISTING 18'-0"(TYP)EXISTING 9'-0"(TYP)15'-0"10'-0"(TYP OF 5)7'-6"5'-0"(TYP)18'-0"(TYP)15'-2"31'-2"14'-2"4'-2"2'-2"(TYP)5'-0"(TYP)PROPOSEDDISPENSER (TYP OF 3)BD-1CD-11'-6"(TYP)1'-6"DD-22'-8"9'-0"8"PROPOSED EQUIPMENTPROTECTION BOLLARD(TYP OF 8)BD-315'-6"(TYP)PROPOSED BOLLARD(TYP)5'-0"(TYP)3'-4"2'-0"PROPOSED FENCEAD-4BC-5BC-51'-6"22'-6"223I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 871 FRONTREV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSENLARGED SITE PLANC-3.14' 2' 0 4' 8'1/4"=1'-0"ENLARGED SITE PLAN1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONEMONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED.2. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITIONTHAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK.3. CONTRACTOR TO CONSULT WITH LANDSCAPE ARCHITECT TO DETERMINE IF UTILITY WORK WILL AFFECT THE EXISTING TREE. CONTRACTOR TO REPLANT NEW TREE IF EXISTING WILL NOTSURVIVE.NOTESEXISTING STALL COUNTPROPOSED STALL COUNTPROJECT AREA STALL COUNTHOST APPROVED STALL COUNT10610*SHARED 350KW OUTPUTPROPOSED DISPENSERDISPENSERNUMBER350 KW CABLE TYPE1* CCS1* CCS1* CCS1* CCS1* CCS1*CCS1A1B2A2B3A3B2EXISTING 17'-9"(TYP)EXISTING 9'-0"(TYP)EXISTING CONTOURLINE (TYP)EXISTING TREE (TYP)EXISTINGCONCRETE CURBPROPOSED69"Wx89"Lx59"HTRANSFORMER ON8'-4"x8'-6" PAD5'-10"CC-5CC-5SEENOTE 3SEENOTE 333PROPOSED TREE(TYP OF 9)313'-5"I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSENLARGEDEQUIPMENT LAYOUTC-412" 6" 0 1' 2' 3'3/4"=1'-0"ENLARGED EQUIPMENT LAYOUT321AD-2PROPOSEDSWITCHBOARDASSEMBLYAD-1PROPOSEDCONCRETE PADPROPOSED POWERUNIT (TYP OF 3)ED-1FD-12'-3"(TYP)1'-2"(TYP)INCOMING1'-0"(TYP)1'-0"3'-0"3'-0"1'-9"CD-3CD-3PROPOSED FENCEAD-412'-0"1'-3"22'-2"13'-6"24'-2"14'-6"I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 PROPOSEDCONCRETE PADPROPOSEDSWITCHBOARDASSEMBLYPROPOSED NO PARKINGEXCEPT WHILE CHARGING SIGN,MOUNTED ON LIGHT POLEPROPOSED LIGHT POLEPROPOSEDDISPENSERPROPOSED RESERVED PARKINGFOR ELECTRIC VEHICLE ONLY SIGNPROPOSED EQUIPMENTPROTECTION BOLLARD (TYP)PROPOSEDCONCRETE CURBPROPOSEDDISPENSER (TYP)PROPOSED POWERUNIT (TYP)PROPOSED TREXFENCE 100% OPACITYPROPOSED TREXFENCE 100% OPACITYREV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSSITE ELEVATIONSC-5AD-1AD-22A1B1AEXISTING ASPHALT2BEXISTING CURB3A3BBD-1CD-1DD-3ED-3ED-3CD-2BD-2BD-3AD-3ED-1FD-1CD-1DD-2AD-424' 2' 0 4' 8'1/4"=1'-0"SITE ELEVATIONC4' 2' 0 4' 8'1/4"=1'-0"ASITE ELEVATIONAD-4EXISTING ASPHALTEXISTING CURBEXISTINGTREE (TYP)24' 2' 0 4' 8'1/4"=1'-0"BEXISTINGTREE (TYP)EXISTING ASPHALTEXISTING CURBPROPOSED UTILITYTRANSFORMER2PROPOSEDTRANSFORMERPAD (PER UTILITY )PROPOSEDTREE (TYP)6'-0" MAX.3I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 FRONTFRONTREV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSUTILITY PLANE-120' 10' 0 20' 40'1"=20'NOTES1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY OWNERREVIEW. THE CONTRACTOR SHALL REFERENCE THE UTILITY DESIGN PACKAGE (UDP),PROVIDED WITH THE “ISSUED FOR CONSTRUCTION” DRAWINGS FOR BIDDING. THECONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPE OF WORK PER UTILITYCONSTRUCTION SPECIFICATION REQUIREMENTS. THE ELECTRIC UTILITY DESIGN WITHIN THEUDP SHALL SUPERSEDE ALL OTHER INFORMATION.2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND TERMINATION OF SERVICECONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIMEOF PRE-CONSTRUCTION MEETING TO ENSURE ACCURACY OF INSTALLATIONS.3. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION.ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT THE DISCRETION OF THE UTILITYFIELD INSPECTION PERSONNEL.4. CONTRACTOR TO CONFIRM ALL CLEARANCES MEET UTILITY REQUIREMENTS.5. PLEASE REFER TO UTILITY DESIGN REFERENCE WO#109114088 FOR MORE DETAILS.UTILITY SERVICE LATERAL LENGTHSUTILITYTRANSFORMERTO SERVICEEQUIPMENTLINEARLENGTH (FT)*ESTIMATEDLENGTH (FT)*7496TOTAL LENGTH OF AL WIREPER CONDUIT =384NUMBER OF WIRE FILLED CONDUITS 7TOTAL LENGTH OF WIRE = 2688(SEE SHEET E-3 FOR WIRE CONFIGURATION)*TOTAL LENGTH OF Cu WIRE = 4 WIRES PER CONDUIT x ESTIMATED LENGTH x NUMBER OF FILLED CONDUITSPROPOSED PRIMARY CONDUIT FROMEXISTING TRANSFORMER TO PROPOSEDUTILITY TRANSFORMER (SEE NOTE 5)A-A-PLAN A-ASCALE: NO SCALEPROPOSED TRANSFORMERCLEARANCEEXISTING ASPHALTPARKING LOT (TYP)EXISTINGCURB (TYP)EXISTING LIGHTPOLE (TYP)EXISTINGTREE (TYP)EXISTING PARKINGLINE (TYP)EXISTING UNDERGROUNDELECTRIC LINE (TYP)EXISTING UNDERGROUNDFIBER LINE (TYP)EXISTING UNDERGROUNDWATER LINE (TYP)EXISTING STORMMANHOLE (TYP)EXISTINGGAS VALVEEXISTINGHANDHOLE (TYP)EXISTINGTRANSFORMER(TYP)EXISTINGFIRE HYDRANTEXISTING GATEVALVE (TYP)EXISTINGUNDERGROUNDGAS LINE (TYP)EXISTING 60'-0"SETBACKEXISTING 72'-0"SETBACKEXISTINGSIDEWALK (TYP)EXISTINGPROPERTY LINE (TYP)YORK AVE SHAZELTON RDPROPOSED PRIMARY CONDUIT FROMEXISTING ELECTRICAL VAULT TOPROPOSED UTILITY TRANSFORMER(SEE NOTE 5)PROPOSED UTILITY TRANSFORMER480/277V, 3ɸ, 4W ON IIE CONCRETE PAD(SEE NOTE 5)PROPOSED UNDERGROUNDSERVICE CONDUITS TO BE FROMSERVICE EQUIPMENTSWITCHBOARD TOTRANSFORMER (SEE NOTE 5)PROPOSEDSWITCHBOARDASSEMBLYUTILITY PLAN3'-7"163'-11"±(TO BE BORED)2228'-10"PROPOSED UNDERGROUND SERVICECONDUITS TO BE FROM SERVICEEQUIPMENT SWITCHBOARD TOTRANSFORMER (SEE NOTE 5)68'-10"±(TO BE BORED)3'-0"323I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSELECTRICAL PLANE-24' 2' 0 4' 8'1/4"=1'-0"ELECTRICAL PLANNOTES* AC CONDUCTORS: 16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH.*** DC CONDUCTORS: 22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH.1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND ARE ONLY APPROXIMATIONS. THE EXACT LOCATION ANDROUTING PATHS SHALL BE FIELD VERIFIED AND INSTALLED PER JURISDICTIONAL REQUIREMENTS.2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ONSITE SHALL BE DONE IN ACCORDANCE WITH NATIONALELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OFCONSTRUCTION.3. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER TOENSURE ACCURACY OF INSTALLATIONS.4. REFER TO CONDUIT AND WIRE SCHEDULE ON E-3 FOR CONDUIT AND WIRE REQUIREMENTS.5. SEE FINAL UTILITY DESIGN PACKAGE (UDP) FOR SWITCHBOARD CONDUIT LAYOUT.-= SEE NOTE 4 FOR REFERENCE(SEE SHEET E-3 FOR WIRE CONFIGURATION) POWER UNIT LENGTHSPOWER UNITSWITCHBOARD TOPOWER UNIT31962210 26123DC CHARGING POST LENGTHSPOWER UNIT DISPENSERLINEARLENGTH(FT)***ESTIMATEDLENGTH (FT)30 52204213 3523 4529 51476911A1B22A2B33A3B(SEE SHEET E-3 FOR WIRE CONFIGURATION)2QTY 33456PROPOSED NO PARKINGEXCEPT WHILE CHARGING SIGN,MOUNTED ON LIGHT POLEPROPOSEDLIGHT POLEPROPOSED CONCRETE CURBPROPOSEDDISPENSER (TYP)PROPOSED PARKINGSTRIPE (TYP)EXISTING TREE (TYP)EXISTING ASPHALTPARKING LOT123EXISTING UNDERGROUNDELECTRIC LINE (TYP)PROPOSED NO PARKING EXCEPTWHILE CHARGING SIGN (TYP)EXISTING PARKINGLINE (TYP)1A1B2A2B3A3BEXISTINGCONCRETE CURBEXISTINGLIGHT POLE345345345345345PROPOSED TREXFENCE 100% OPACITY2I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSSINGLE LINE DIAGRAME-3#4 AWG BARE CUGROUNDINGELECTRODECONDUCTOR PERNEC 250.66(B)CONCRETE ENCASEDELECTRODE PER NEC250.52(A)(3)(1) OR (2)#6 SOLID AWG CUGROUNDINGELECTRODECONDUCTOR PERNEC 250.66 (A)GROUNDINGELECTRODE 5/8"X8'-0"COPPER CLAD GROUNDROD INSTALLATION PERNEC 250.52(A)(5), 250.53(A) AND 250.68PROPOSEDUTILITYGROUND(PERUTILITY)M 277/480V DISTRIBUTION SECTION2000AF2000AT3PW/RELTLSIGMAIN BREAKER SECTION12000A GE SWITCHBOARD, 277/480V, 3ɸ, 4W 65KAIC WITH GROUND FAULT PROTECTION, NEMA 3RUTILITY TRANSFORMER,480/277V, 3ɸ, 4W1000KVAGRNDNEUTMANUFACTURERPROVIDED MAINBONDING JUMPERPER NEC 250.24(A)(4),250.28(C),250.8(A)(7)LOAD SUMMARYFLAQTYTOTAL FLA360KW POWER UNIT 465 3 1395INCOMING/METERINGSECTIONNOTES1. PROPOSED UTILITY CTS/PTS SHALL BE LOCATED WITHINCOMPARTMENTS APPROVED BY THE UTILITY AS SHOWN INTHIS DRAWING PACKAGE.2. CONTRACTOR TO HAVE PERFORMANCE TESTING OF THEGROUND FAULT PROTECTION SYSTEM COMPLETED BYQUALIFIED PERSONNEL TO MEET THE REQUIREMENTS OFNEC 230.95(C).3. ALL BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS.4. 120V GFCI RECEPTACLE INCLUDED INSIDE U.L. LISTEDSWITCHBOARD ASSEMBLY.SEENOTE 1BE-5BTC CONDUIT AND WIRING SCHEDULEFROM TO CONFIGURATIONUTILITY TRANSFORMERPROPOSEDSWITCHBOARD(3) 500 MCM AL (THWN-2) +(1) 500 MCM AL (THWN-2) NEUTIN EACH OF (7) 4" CONDUITS +(1) SPARE 4" CONDUITPROPOSEDSWITCHBOARDPROPOSED POWERUNIT (EV CHARGER)(3) 500 MCM AL (THWN-2) +(1) 1/0 CU (THWN-2) EGCIN EACH OF (2) 4" CONDUITSPROPOSED POWER UNIT(EV CHARGER)PROPOSED DCDISPENSER (POST)DC POWER(2) 350 MCM AL (XHHW-2) 1KV+(1) 1/0 CU (THWN-2) EGCIN EACH OF (2) 2 1/2" CONDUITSPROPOSED POWER UNIT(EV CHARGER)PROPOSED DCDISPENSER (POST)COMMUNICATION(1) 6 STRAND, 62.5UM OR OM3 BUFFEREDI/O MM FIBER (ST/ST CONN) +(1) 2 CONDUCTOR #16 AWG (TW/SH PAIR) +(1) CAT 6 CABLE W/ RJ45 CONNECTORSIN (1) 1 1/2" CONDUITPROPOSED POWER UNIT(EV CHARGER)PROPOSED DCDISPENSER (POST)DC POWER(2) #10 AWG CU (THWN-2) +(1) #10 AWG CU (THWN-2) EGCIN (1) 3/4" CONDUITPROPOSEDSWITCHBOARDPROPOSEDLIGHT POLE(1) #12 AWG CU (THWN-2) +(1) #12 AWG CU (THWN-2) NEUT +(1) #12 AWG CU (THWN-2) EGCIN (1) 1 1/4" CONDUIT123456BTC POWER UNITS RATED 65KAICAVAILABLE FAULTCURRENT BY LOCATIONAVAILABLE FAULTCURRENT PROVIDED BYUTILITYAFC @ TRANSFORMER22,600A600AF600AT3P2DISPENSER1A360 KWPOWERUNIT#13*2000A BUS*DISPENSER1B45600AF600AT3PDISPENSER2A360 KWPOWERUNIT#23DISPENSER2B45DISPENSER3A360 KWPOWERUNIT#33DISPENSER3B45600AF600AT3PTOTAL LOAD = 1395A6PROPOSEDLIGHT POLE15A1PAE-51I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSMETRO 4ELECTRICAL DETAILSE-4ANO SCALECAR CHARGER CONDUIT ELEVATIONBCDNO SCALENO SCALEDETAIL NOT USEDNOTES1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE WITHLOCAL AND NATIONAL CODE REQUIREMENTS.2. REFER TO CONDUIT AND WIRE SCHEDULE ON E-3 FOR CONDUIT AND WIREREQUIREMENTS.3. INSTALL DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO. LHD1) (TYP FOR ALLCONDUITS FOR CHARGER CABINETS AND DISPENSERS).277/480VDISTRIBUTIONSECTIONMAINBREAKERSECTIONINCOMING /METERINGSECTION- = SEE NOTE 2 FOR REFERENCEASPHALT BASE1. ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC.FOR HMA SURFACE COURSE.2. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCHPLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC.3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PERLOCAL JURISDICTION REQUIREMENTS.4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.5. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 & E-2, EXACTCONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR INTHE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONALREQUIREMENTS.NOTESEXISTINGPAVEMENTEXISTINGPAVEMENTVARIES(SEE NOTE 3)6"6"FLOWABLEFILLUNDISTURBEDSOIL (TYP)1" MIN OF FLOWABLE FILLVERTICALLY AND HORIZONTALLYBETWEEN CONDUITSTYPICAL NON-UTILITY CONDUITUNDER ASPHALT TRENCH DETAILSAW CUTEXISTINGPAVEMENTNATIVE SOD6"NATIVEBACKFILL18"NO SCALEVARIES(SEE NOTE 3)6"6"CLEANGRANULARBACKFILL, 6"LIFT MAXIMUM,PLATE TAMP(1/2"), 95%COMPACTIONMIN.UNDISTURBEDSOIL (TYP)HAND TAMPED 1/2"GRANULARBACKFILL1" MIN OF GRANULAR BACKFILLVERTICALLY AND HORIZONTALLYBETWEEN CONDUITS1. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCHPLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC.2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PERLOCAL JURISDICTION REQUIREMENTS.4. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 & E-2, EXACTCONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR INTHE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONALREQUIREMENTS.NOTESEXISTINGGRADETYPICAL NON-UTILTY CONDUIT UNDER SOIL TRENCH DETAILPROPOSED 360KWPOWER UNIT (TYP)PROPOSEDDISPENSER (TYP)PROPOSED POWERDISTRIBUTION CENTERWITHIN SERVICE GEARPROPOSED UTILITYTRANSFORMERASPHALT SURFACEPROPOSED LIGHT POLE514326I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSELECTRICAL DETAILSE-5BNO SCALEEMAX-2 E1.2(2000A) EKIP HI-TOUCH ELECTRONIC TRIP UNIT(ETU) BREAKER SETTINGSACDNO SCALENO SCALENO SCALELONGTIMEPICKUP (I1):1.00xlnDELAY (t1):6DELAY BAND(t):K/I^22000ASHORTTIMEPICKUP (I2):3.5INSTANTANEOUSPICKUP (I3):15RELTINSTANTANEOUSPICKUP:1.5xlnGROUNDPICKUP (I4):0.4xln1. FOR SET UP ASSISTANCE SEE ABB DOCUMENT 1SDH001330R1002.2. RELT FUNCTIONS AS THE ENERGY REDUCING MAINTENANCE SWITCH. MEETING THEREQUIREMENTS OF NEC 240.87.3. MAIN BREAKER IS 100% RATED.4. SWITCHBOARD MUST HAVE POWER TO PROGRAM BREAKER SETTINGS.5. ALL BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS.NOTESLONG TIME:PICKUP (I1): 1.00 X In (2000A)DELAY (t1): 6DELAY BAND (t): K/I^2SHORT TIME:PICKUP (I2): 3.5 x In (7000A)DELAY (t2): 0.05DELAY BAND (t2): I^2T OUTINSTANTANEOUS:PICKUP (I3): 15 x In (30000A)RELT INSTANTANEOUS:PICKUP: 1.5 x In (3000A)GROUND:PICKUP (I4): 0.4 x In (800A)DELAY (t4): 0.1DELAY BAND (t): I^2T INEkip Hi-Touch LSIGABBTMAX XT BRANCH BREAKER SETTINGSDETAIL NOT USEDDETAIL NOT USEDxlnDELAY (t2):0.05DELAY BAND(t):I^2T OUTxlnDELAY (t4):0.1DELAY BAND(t):I^2T IN1. FOR SETUP ASSISTANCE SEE ABB DOCUMENT 1SDH002039A1002.2. ALL BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS.3. REFER TO SWITCHBOARD FOR TRIP UNIT TYPE.NOTESTHERMAL TRIP (I1) = MAX 600AMAGNETIC TRIP (I3) = MIN 3000AMAX MINMIDMAX MINMIDI3MAX MEDMINMAXMED MINTMAI1 (40°C)3000A 600AIN = 600AEkip Hi-Touch LSIGABBIn = 600ALONG TIME:PICKUP (I1): 1.00 X In (600A)DELAY (t1): 5DELAY BAND (t): EXTREMELY INVERSESHORT TIME:PICKUP (t): 3.5 x In (2100A)DELAY (I2): 0.07DELAY BAND (t2): I^2T OFFINSTANTANEOUS:PICKUP (I3): 4.7 x In (2820A)I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSGROUNDING DETAILSG-1DNO SCALEANO SCALECNO SCALENO SCALEGROUNDING SCHEMATICPARALLEL THROUGH CONNECTION OFHORIZONTAL CABLESPARALLEL HORIZONTALCONDUCTORSCADWELD CONNECTIONSOR ENGINEER APPROVED EQUALBURNDY CONNECTIONSOR ENGINEER APPROVEDEQUALTYPE PTTO FLAT STEEL SURFACE ORHORIZONTAL PIPEHORIZONTAL STEELSURFACETYPE HSCABLE DOWN AT 45° TO VERTICALSTEEL SURFACE INCLUDING PIPEVERTICAL STEEL SURFACETYPE VSFIELD FABRICATED GREEN STRANDEDINSULATEDBOND JUMPERTYPE 2-YA-2TWO HOLE - LONG BARREL LENGTHCOPPER LUGSTYPE YA-2SPLICE OF HORIZONTALCABLESHORIZONTAL SPLICETYPE SSCABLE DOWN AT 45° TO RANGE OFVERTICAL PIPESVERTICAL PIPETYPE VSPARALLEL DEAD END TAP ORHORIZONTAL THRU CONDUCTORTYPE PCPARALLEL HORIZONTALCONDUCTORSTEE OF HORIZONTAL RUN ANDTAP CABLESHORIZONTAL TEETYPE TATHROUGH CABLE TO TOP OF GROUNDRODTHROUGH CABLE TOGROUND RODTYPE GTTEE CONNECTION HORIZONTALCABLE TAP TO VERTICAL REBARCABLE TO REBARTYPE RJCADWELD CONNECTION DETAILBNO SCALENO SCALESEE PLANPROPOSEDCONCRETEPROPOSED COMPACTEDCLEAN GRAVELCONCRETE ENCASED ELECTRODE DETAILGRADENOTE1. REBAR BONDED TOGETHER WITH STEEL TIE WIRES OREXOTHERMIC WELDINGPROPOSED CONCRETEPAD IN DIRECT CONTACTWITH EARTHLISTEDCONNECTIONNON-METALLICPROTECTIVESLEEVE#4 AWG BARE CuGROUNDING ELECTRODECONDUCTORSEE NOTE 1NOTES1. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANTCOMPOUND BEFORE MATING.2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG ANDSTEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.3. PER NEC 250.121 EXCEPTION: A WIRE-TYPE EQUIPMENT GROUNDING CONDUCTOR INSTALLEDIN COMPLIANCE WITH 250.6(A) AND THE APPLICABLE REQUIREMENTS FOR BOTH THEEQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR INPARTS II, III, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO SERVE AS BOTH AN EQUIPMENTGROUNDING CONDUCTOR AND A GROUNDING ELECTRODE CONDUCTOR.GROUNDING NOTESGRNDNEUTGRNDGRNDGRND277/408VDISTRIBUTIONSECTIONMAINBREAKERSECTIONINCOMING/METERINGSECTIONGRNDPROPOSED 2 1/2"UNDERGROUND CONDUIT (TYP)PROPOSED 3/4"UNDERGROUNDCONDUIT1/0 AWG COPPEREQUIPMENTGROUNDINGCONDUCTOR (TYP)PROPOSED 4"UNDERGROUND ACPOWER CONDUIT1/0 AWG COPPER EQUIPMENTGROUNDING CONDUCTOR#10 AWG COPPEREQUIPMENTGROUNDINGCONDUCTOR#6 SOLID AWG CuGROUNDING ELECTRODECONDUCTOR PER NEC250.66 (A)MANUFACTURER-PROVIDEDMAIN BONDING JUMPER PER NEC250.24(A)(4),250.28(C),250.8(A)(7)#4 AWG BARE CU GROUNDINGELECTRODE CONDUCTOR PERNEC 250.66(B)CONCRETE ENCASEDELECTRODE PER NEC250.52(A)(3)(1) OR (2)GROUNDING ELECTRODE 5/8"X8'-0" COPPER CLADGROUND ROD INSTALLATION PER NEC250.52(A)(5),250.53(A),250.68PROPOSEDDISPENSER (TYP)PROPOSED 360KWPOWER UNIT1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSEQUIPMENT DETAILSD-1DNO SCALEBANO SCALEENO SCALECNO SCALEFNO SCALENO SCALETOP VIEWFRONT VIEWLEFT SIDE VIEWRIGHT SIDE VIEWWEIGHT = 2400 LBS2'-6"3'-0 3/4"2'-8 1/4"4 1/2"2'-6"2'-5"3'-0 3/4"4 1/2"7'-9"2 1/4"2'-8 1/4"2"1'-8 1/2"1'-0"1'-0"1'-8 1/2"POWER UNIT DETAILDISPENSER WARNING BOLLARD DETAIL2'-10"3'-0"3"1. BOLLARD IS FOR WARNING PURPOSES ONLY.2. BOLLARD DETAIL FOR BOLLARDS AROUNDELECTRIFY AMERICA EQUIPMENT.3. CONTRACTOR TO PROVIDE (2) 6' LONG, 1/2" THICKFOAM STRIPS CROSSED OVER TOP OF STEEL PIPETO STABILIZE SLIP COVER.NOTES3" SCHEDULE 80 STEEL PIPEFILLED WITH CONCRETE1.5"M0.39" x 0.59" SCREW(TYP OF 3)STAINLESS STEEL SLIPCOVER. PART #CSS4000(PROVIDED BY OTHERS)DISPENSERFOUNDATIONSEE PLAN#5 BARS @ 12"O.C. EACH WAY8"PROPOSEDCONCRETEPROPOSED COMPACTEDGRANULAR BACKFILLUNDISTURBED SOILCONCRETE PAD DETAILGRADE4" MIN48"1. OPERABLE PARTS OF DISPENSER TOFRONT OF CURB SHALL BE 10" MAX.2. OPERABLE PARTS OF DISPENSERSHALL NOT EXCEED 54" ABOVEPARKING SURFACE WHENDISPENSER IS ON A CURB.3. BOLLARDS ARE FOR WARNINGPURPOSE ONLY.NOTESDISPENSER FOOTING DETAIL2'-8"5'-0"DISPENSER C.L.1'-7"6"(TYP)6"(TYP)PLANFRONTSIDEPROPOSED 9"COMPACTEDGRANULARBACKFILLCAR SIDEBOLLARD (TYP)BOLLARD (TYP)D-EXISTINGASPHALTGRADEGRADE3'-3"ASPHALT ASPHALT98.24"48" MAX10"MAXCAR SIDETOP OF CURB#5 @ 8" O.C.EACH WAY, TOPAND BOTTOMPOWER UNIT ANCHORAGE DETAILINSTALLATION FOOTEROPEN AREA1'-5"x1'-7"1'-8"2'-4 1/2"2 1/2"1'-7"1'-5"1 1/2"4 1/2"2'-5"2'-8 1/4"2 3/4"DISPENSER ANCHORAGE DETAIL12.68"4.405"1.4"7"8"9.295"CONDUITAREA1. MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BE 6".2. MINIMUM CLEAR SPACING BETWEEN ANCHOR AND CONDUIT SHALL BE 3 INCHES.3. CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER MANUFACTURE'SINSTALLATION MENU.NOTES1/2" DIA. HILTI KWIK BOLT TZ2-SS 304/316MECHANICAL ANCHOR WITH MINIMUMEFFECTIVE EMBEDMENT OF 3 1/4" ORENGINEER APPROVEDEQUAL.(ESR-4266)(TYP OF 4)1/2" DIA. HILTI KWIK BOLT TZ2-SS 304/316MECHANICAL ANCHOR WITH MINIMUMEFFECTIVE EMBEDMENT OF 3 1/4" ORENGINEER APPROVEDEQUAL.(ESR-4266)(TYP OF 4)I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSEQUIPMENT DETAILSD-2EFNO SCALEBNO SCALECNO SCALEDNO SCALEANO SCALE EMERGENCY DISCONNECT SIGN DETAIL8"10"EMERGENCYDISCONNECT/MAIN BREAKERLOCATED INSIDEWHITE LETTERINGON RED SIGN1. TO BE PLACED ON OUTSIDE OF SWITCHBOARDSECTION HOUSING THE MAIN BREAKER.NOTE EMERGENCY DISCONNECT SIGN DETAIL3"5"MAIN BREAKERFUNCTION ASEMERGENCYDISCONNECT FORPOWER TOCHARGING STATIONSWHITE LETTERINGON RED SIGN1. TO BE PLACED BY THE MAIN BREAKER INSIDESWITCHBOARD.NOTELIGHT FIXTURE DETAIL25"7 3/4"13 1/4"LITHONIA LIGHTING/ KAX LED SIZE 1 LED AREA LUMINAIRELITHONIA KAX1 LED P1 50K R3 MVOLT RPA PIR DBLXDPHOTOCELL: DLL127F 1.5 JUELECTRICAL LOAD: 49W @277VACLITHONIA LIGHTING ANCHOR BASE POLERSS 15 4-5B DM19AS DNAXD FDL11-6B DBLXD3000 PSI MINIMUMCONCRETERUBBED FINISHABOVE GRADEGALVANIZED STEELANCHOR BOLTS(SUPPLIED BY POLEMANUFACTURER)1" CHAMFER3"SECTIONLIGHT POLE BASE DETAILBOLT PROJECTION PERMFG REQUIREMENTS3"#3 REBAR TIES@2" O.C., TOP(TYP OF 3)3/4" SCHEDULE 40 PVC IN &OUT OF BASES (SEE NOTE 2)#4 BARE COPPER GROUND WIRESTUBBED UP THROUGH BASE 18"BOND #4 COPPERGROUND WIRE TOREBAR#3 HOOPS @ 6" O.C.3'-0"3"MINGRADE2'-0"4 #7VERTICALBARS5'-0"NOTES1. LIGHT POLE AND ANCHORAGEDESIGNED AND PROVIDED BYOTHERS.2. CONDUIT OUT OF LIGHT POLEBASE ONLY REQUIRED IF MORETHAN ONE LIGHT POLE IS BEINGINSTALLED.STUB UP PVC1/2" INTO HOLEBOND TO POLE2'-0"DRILLED PIER1. OPERABLE PARTS OF DISPENSER TOFRONT OF CURB SHALL BE 10" MAX.2. OPERABLE PARTS OF DISPENSERSHALL NOT EXCEED 54" ABOVEPARKING SURFACE WHENDISPENSER IS ON A CURB.3. BOLLARDS ARE FOR WARNINGPURPOSE ONLY.NOTESDISPENSER FOOTING DETAIL2'-8"5'-0"DISPENSER C.L.1'-7"6"(TYP)6"(TYP)PLANFRONTSIDEPROPOSED 9"COMPACTEDGRANULARBACKFILLCAR SIDEBOLLARD (TYP)BOLLARD (TYP)DD-1EXISTINGASPHALTGRADEGRADE3'-3"ASPHALT ASPHALT98.24"48" MAX10"MAXCAR SIDETOP OF CURB#5 @ 8" O.C.EACH WAY, TOPAND BOTTOMNO SCALEHEAVY DUTY NUTPROPOSED CONCRETE SLAB1/2” DIA. HILTI HAS-R 304/316 SSANCHOR WITH HILTI HIT-RE 500 V3EPOXY & MINIMUM EFFECTIVEEMBEDMENT OF 3 1/4”, ORENGINEER APPROVED EQUAL.(ESR-3814)(TYP OF 12)PROPOSED SWITCHBOARDASSEMBLY CABINET SWITCHBOARD ANCHORAGE DETAILBOTTOM VIEWSECTION 1SEE NOTE 1SEE NOTE 1NOTES1. SEE FLOOR PLAN INREFERENCED SWITCHBOARDASSEMBLY DRAWINGS FORMOUNTING HOLE LOCATION ANDSWITCHBOARD BAYDIMENSIONS.2. SEE ELEVATION IN REFERENCEDSWITCHBOARD ASSEMBLYDRAWINGS FOR BASE CHANNELDIMENSION.3. MINIMUM 9" CONCRETE EDGE DISTANCE REQUIRED FOR PROPOSED ANCHORAGE.TYPICAL BOTTOM VIEW LAYOUTOF (1) SWITCHBOARD BAY.SEE NOTE 11-BELLEVILLE WASHER5/8" DIA. MOUNTING HOLESOFFSET 3" FROM SIDES (TYP)2.94"SEE NOTE 2BASE CHANNELFRONT OF SWITCHBOARD BAY3 1/4" MINI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSEQUIPMENT DETAILSD-3ENO SCALEBNO SCALECNO SCALEANO SCALEBEHIND CURB3"8"2"4'-0"CONCRETEFOOTINGNOTES1. CONTRACTOR TO SELECT CONCRETE FOOTING OR BOLT DOWN BASED ON EXISTING CONDITIONS.2. SEE SHEET C-3 FOR PLACEMENT.3. BOTTOM OF LOWEST SIGN TO BE INSTALLED 54" ABOVE GRADE.4. ADDITIONAL PARKING SIGNS TO BE INSTALLED 2" ABOVE TOP OF PREVIOUS SIGN.5. SIGN, SIGN POST, POST CAP, AND SIGN FASTENERS TO BE PROVIDED BY CONTRACTOR.CONTRACTOR TO PROVIDE SIGN POST FASTENERS IF REQUIRED AND PAINTED TO MATCH.6. IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS REQUIRED.7. CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY REQUESTSARE NECESSARY FOR ANY SIGN POST INSTALLATION, I.E. POST MATERIAL, PAINT COLORS,HARDWARE, ETC. CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES ALL MATERIALSPRIOR TO INSTALLATION.SIGN POST INSTALLATION DETAIL3'-6"NEW OR EXISTING SIDEWALK4"(TYP)1 1/2"(TYP)4"9/16" HOLE(4 PLACES)2"x2"x1/8" GALVANIZEDSTEEL POST WITHGALVANIZED STEELCAP7"7"1 1/2"(TYP)(4) 1/2" DIA. HILTIKWIK BOLT TZSTAINLESS STEELEXPANSION ANCHORWITH 3" MINIMUMEMBEDMENT3/162"(TYP)2"(TYP)7"X7"X1/4" STEELBASE PLATEBASE PLATE DETAIL -DETAIL 11. CONTRACTOR TO PROVIDE AND INSTALL SIGN POST, BASE PLATE ASSEMBLY, EXPANSIONANCHORS, AND 1/2" DIA A307 BOLT.2. BASE PLATE ASSEMBLY TO BE HOT DIPPED GALVANIZED. PAINT TO MATCH SIGN POST.3. PROVIDE 1/4" DIA. DRAIN HOLE TO PREVENT WATER FROM COLLECTING IN HSS.BOLT DOWN BASE PLATE NOTESCAR SIDEHSS 2 1/2x1/2x1/8x4"LONG1/2" DIA A307 BOLT,GALVANIZED (BOLTHOLE TO BE 2" FROMBASE PLATE)DNO SCALE1-3"CONCRETE4" MINSTRAIGHT CURB DETAIL1. BREAKUP AND REMOVE AREA TO BE REPAIRED/REPLACED TO THENEAREST JOINT OR SAW CUT. DISPOSE OF DEBRIS OFF SITE.2. INSTALL FORMS AS NECESSARY.3. COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION.4. POUR CONCRETE USING 3500 PSI AIR ENTRAINED CONCRETE TO MATCHEXISTING ADJACENT CURB.5. INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET.NOTES7"6"6"20"GROUNDLINESLOPER=1/4"BATTER 1" ON 6"GRADER=1-1/2"3 1/2"4"6"6"(3) #4 REBAR2'-10"3'-0"3"1'-9"3"1. BOLLARD IS FOR WARNING PURPOSES ONLY.2. BOLLARD DETAIL FOR BOLLARDS AROUNDELECTRIFY AMERICA EQUIPMENT.3. CONTRACTOR TO PROVIDE (2) 6' LONG, 1/2" THICKFOAM STRIPS CROSSED OVER TOP OF STEEL PIPETO STABILIZE SLIP COVER.NOTES3" SCHEDULE 80 STEEL PIPEFILLED WITH CONCRETEEXISTING GRADE(3) #3 @ 2"#3 @ 12" TIE BAR(5) #4 VERTICALREBARCONCRETE1.5"M0.39" x 0.59" SCREW(TYP OF 3)GREY HDPE SLEEVEHDPE WARNING BOLLARD DETAIL(2) #5 REBAR, TOP & BOTTOM2'-0"3"3"PROPOSED CONCRETE PADPLAN VIEWCONCRETE CORNER REBAR DETAIL2'-0"1NON-ILLUMINATED PARKING SIGNAGE12"(TYP)18"(TYP)6"(TYP)SIGN PROCUREMENTFASTSIGNS OF BLUE VALLEY16012 METCALF AVE, STE 100OVERLAND PARK, KS 66085-8960CONTACT: STEVE MCKINZIE & TERESA MCKINZIEPHONE NUMBER: (913) 912-5536EMAILS: STEVE.MCKINZIE@FASTSIGNS.COM & TERESA.MCKINZIE@FASTSIGNS.COMREFERENCE NO: EA-NP-0001 (14 DAY LEAD TIME)2I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 REV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSFENCE DETAILSD-4NO SCALENO SCALENO SCALEBENO SCALEDALOCKEY STYLE 285P MEDDUTY LEVER WITHPASSAGE FOR PANICEXITSOUTSIDE COMPOUNDSINGLE GATE LOCK DETAIL W/ KEYPADPANIC BAR(INSIDE)INSIDE COMPOUNDPANIC BARLOCKEY COMPATIBLEPANIC SHIELD ATTACHEDTO TREX FENCE POSTTREX FENCEPOST (TYP)NOTE1. CONTRACTOR SHALL UTILIZE LOCKEY STYLE 285P MED DUTY LEVER WITH PASSAGE FOR PANIC EXITS OR APPROVED EQUAL WITH COLOR TO MATCH. PURCHASE ACCESSORIES AS NECESSARY.41" ABOVE FINISH GRADETREX GATE (TYP)TREX FENCE POST (TYP)TREX GATE(TYP)SINGLE GATE DETAILTREX SECLUSION COMPOSITE FENCE(SUPPLIED BY CONTRACTOR)E-MAX GUARDPANIC BARMAX GUARDPANIC BAR46.25"IDEALA-NO SCALEC11TYPICAL TREX FENCE ELEVATION8'-0"2'-0" DIAMETERCONCRETEFOOTING (TYP)GRADE6" MIN(TYP)2'-0"(TYP)8'-0"MAX6"TREX FENCE ELEVATIONSECTION 1-1(4) #7 REBAREQUALLY SPACED3" COVER#3 REBARHOOPS(3) #3 REBARHOOPS @2" SPACING#3 REBAR HOOPS @12" MAX. SPACINGTREX SECLUSION COMPOSITE FENCE(SUPPLIED BY CONTRACTOR)DETAIL NOT USEDNOTES1. COLOR: WINCHESTER GRAY2. PROPOSED TREX SECLUSION COMPOSITE FENCE SHALL MEET THE FOLLOWING REQUIREMENTS.WIND SPEED = 115 MPH, SEISMIC: SDS = 1.50G3. CONTRACTOR TO POUR EQUIPMENT PAD AROUND FENCE FOOTING AS NEEDED. FENCE FOOTING TO BE ATSAME ELEVATION OF EQUIPMENT PAD WHEN FENCE POSTS ARE INSIDE THE PAD SHOWN ON SHEET C-4.DETAIL NOT USEDTYPICAL TREX FENCE DETAILTREX FENCEPOST (TYP)(BYOTHERS)2'-0" Ø CONCRETEFOOTING3"TREX FENCEPOST (TYP)(BY OTHERS)6'-6"2I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 FRONTREV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSLANDSCAPING PLANDETAILS & PLANT SCHEDULELS-112" 6" 0 1' 2' 3' 4' 5' 6' 7'3/8"=1'-0"LANDSCAPING PLAN3TREE PLANTING DETAILROOT BALL DIAMETER3 TIMES1. SITUATE ROOT BALL SO THAT TOP OF ROOT BALLIS 2" ABOVE FINISHED GRADE.2. SCARIFY SIDES AND BOTTOM OF TREE PIT.3. BACKFILL TREE PIT WITH EXISTING SOIL ANDWATER UNTIL NO MORE WATER IS ABSORBED.4. DO NOT ALLOW AIR POCKETS TO FORM WHILEBACKFILLING.5. INSTALL A MIN. 4'-0" DIAMETER MULCH RING AT AMIN. DEPTH OF 3" FOR TREES IN LAWN AREA.6. TREES NEED TO BE STAKED ONLY WHEN EXTREMEWIND MAKES SUCH SUPPORT NECESSARY. IFSTAKING IS NECESSARY CONTACT THIS OFFICEAND A DETAIL WILL BE PROVIDED.TREE PLANTING NOTESPLANT SCHEDULECODE BOTANICAL NAME COMMON NAMEQTYSIZE (ATCONSTRUCTION)SPACINGSPECIFICATIONS (AT FULL SIZE)TREES9 6' - 8' TALLSHRUBSGROUND COVEROTHER1. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOURPERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, AND MOREFREQUENTLY DURING TIMES OF EXTREME HEAT, FOR THE DURATION OF THE FIRSTGROWING SEASON.THUJA OCCIDENTAL'SMARAGD'EMERALD GREENARBORVITAE3'-0"12-15 FT TALL, 3-4 FT WIDEGENERAL NOTEROPES AT TOP OF ROOT BALL SHALLBE CUT, REMOVE TOP 1/3 OF BURLAP.ALL NON-BIODEGRADABLE MATERIALSHALL BE COMPLETELY REMOVEDCOMPACT SUBSOIL TOFORM 6" PEDESTAL TOPREVENT SETTLINGFINISHEDGRADEMIN 45° SLOPEON SIDES OFTREE PITMULCH TO A DEPTH OF 3"(KEEP MULCH 6" AWAYFROM TREE TRUNK)BACKFILL WITH EXISTING SOIL(IN SOME INSTANCES LAWN WILLBE PLANTED OVER THIS AREA)PROPOSED TREE(TYP OF 9)3'-0" O.C.(TYP)3'-0" O.C.(TYP)6'-5" O.C.4'-1" O.C.(TYP)4'-5" O.C.(TYP)3'-1" O.C.3'-0" O.C.(TYP)4'-5" O.C.(TYP)I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER IN THE STATE OFMINNESOTA.PRINT NAME: NATHAN C. PETRY, P.E.SIGNATURE:_______________________DATE:_____________ LICENSE #51299EXP. 6/2024005/15/2023 WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSTOSTO'TARGET' SIGNCART RETURNELECTRICALCABINETSPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPPUG FOFOFO PUG GASGASGASFOFOFOFO FOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUGWATWAT WATPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUG SANSANSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTO HAZELTON RDYORK AVE SORDER PICKUP STALLS7260GASGAS SHEET NUMBER:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150N:\0034170.AO\DWG\0034170.AO-SURV 240160 T-2313.DWG1111/17/2021.MJWVCH© 2020 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com30'PROJECT NUMBER: 0034170.AO2003 Edmund Halley DriveReston, VA 20191Topographic SurveyElectrify America, LLCA PORTION OF LOT 1, BLOCK 1, YORKSHIRE,CITY OF EDINA, HENNEPIN COUNTY, MNSITE 240160TARGET T-23137000 YORK AVE SEDINA, MN0'30' 60' 90'1" = 30'SANITARY MANHOLECATCH BASINELECTRIC MANHOLESEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGNCABLE TV BOXNATURAL GAS METERSTREET LIGHTSTEEL/WOOD POSTCONIFEROUS TREEDECIDUOUS TREEPOWER OVERHEADPOWER UNDERGROUNDWATERMAINSANITARY SEWERSTORM SEWERGATE VALVEGAS LINEHYDRANTWATER METERHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLEFIRE DEPARTMENT CONNECTIONCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEFOUND MONUMENT (SEE LABEL)FLAG POLEGASPOHPUGSANSTOWATCOWEETTGBOUNDARY LINETRAFFIC SIGNALMAST ARM W/ LIGHTMAST ARMMISCELLANEOUS PEDESTALMISCELLANEOUS METERFIBER OPTIC PEDESTALSTORM INTERCEPTORUNKNOWN MANHOLEDOUBLE DETECTOR CHECK VALVEMHIMMLEGEND:CONCRETE PAVER SURFACECACTUSPALM TREESURVEYOR'S NOTES1. This survey was prepared using First Corporate Solutions, Title Report Number ORD-541017-T4P7T4 having an effective date of10/11/2021.2. The underground utilities shown have been located from field survey information provided by GPRS INC. on 11/08/2021. Thesurveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service orabandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated althoughhe does certify that they are located as accurately as possible from information available. The surveyor has not physically locatedthe underground utilities.3. Subject property appears to be classified as "Zone X", when scaled from Flood Insurance Rate Map Community- Panel Number27053C0364F & 27053C0452F- Dated 11/04/2016 & 11/04/20164. The subject property is zoned Planned Commercial (PCD-3). No zoning information was provided by the client. For zoning code,contact the City of Edina Planning and Zoning Department.5. Elevations are based of NAVD88 Datum. Benchmark: Capped Rebar, as shown hereon. Elevation: 869.086. This is a topographic survey. This is not a boundary survey and is only intended to depict those features or improvements shown.The property lines shown are record lines only and are shown for graphical reference only.7. Bearings shown are based upon NAD83 Minnesota State Planes, South Zone, US Foot.(NOT TO SCALE)VICINITY MAPSITEITEMS OF RECORD PER TITLEREPORT ORD-541017-T4P7T41) Declaration of Restrictions 06/08/1972 Document No. 1972-1033727 (NOT PLOTTABLE)2) Grant of Easement 06/08/1972 Document No. 1972-1033728 (AS SHOWN ON SURVEY)3) Agreement 11/15/1989 Document No. 1989-2053628 (NOT PLOTTABLE)4) First Amendment to Agreement 11/13/1995 Document No. 1995-2653144 (NOT PLOTTABLE)LEGAL DESCRIPTIONS PER TITLEREPORT ORD-541017-T4P7T4Lot 1, Block 2, Yorktown, Hennepin county, MinnesotaSURVEYOR'S STATEMENTI hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LAND SURVEYORunder the laws of the State of Minnesota.MATHEW J. WELINSKI, PS DATE 11/17/2021MN LICENSE NO. 53596, EXPIRATION 06/30/2022MATT.WELINSKI@WESTWOODPS.COMW J. WELINSKI, PSSSSDAT 870870 869870869871 FRONTREV DESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 201910 08/04/22 ISSUED FOR CONSTRUCTIONMN240160 EDINATARGET T23137000 YORK AVE S, SUITE EVSEDINA, MN 55435NMBGAK4113701 01/27/23 CITY COMMENTS2 03/16/23 UTILITY UPDATE3 05/12/23 CITY COMMENTSSTAGING PLAN-FOR REFERENCE ONLYLEGENDWORK / STAGING AREADRIVE AISLE CLOSUREUTILITY LINE TO BEBOREDUTILITY LINE TO BETRENCHEDNO. 9 GAGE, 0.148" ± 0.00", FINISHEDSIZE GALVANIZED STEEL WIRES. 2"MESH, TOP AND BOTTOM SELVAGESTWISTED AND BARBED CONFORMINGTO ASTM A392, A491, F668, OR F573ASPHALTPAVINGPOST 1.90 IN OD,2.70 LB/FTGALVANIZEDSTEEL PIPE (TYP)ENDURO SHADE CLOTH BYHENDEE ENTERPRISES, INC.(OR EQUAL) TEL:1-800-231-7275(FASTEN TO INTERIOR SIDE OFFENCE. DO NOT FASTEN TOBOTTOM RAIL OF FENCE.)8'-0"(TYP)6'-0"TOP RAIL 1.66 INOD, 2.27 LB/FTGALVANIZEDSTEEL PIPE (TYP)TEMPORARY FENCE DETAILNO SCALEPROVIDE WEIGHTED TEMPORARYFENCE ANCHORS FROM START TRAFFIC,PRODUCT CODE 12150 OR ENGINEERAPPROVED EQUAL. TEL: (888) 607-96831. WORK / STAGING AREA TO BE CONFIRMED AT PRE-CONSTRUCTION SITE MEETING ANDSURROUNDED BY TEMPORARY FENCE DURING CONSTRUCTION.2. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION.3. CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW.4. SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPENTRENCHES LEFT OVER NIGHT OR UNATTENDED.5. TEMPORARY FENCE SHALL BE CLOSED AND LOCKED AT ALL TIMES. IF GATE MUST BEOPEN FOR MOVING EQUIPMENT OR MATERIALS, A SPOTTER SHALL BE PROVIDED TO TOPREVENT UNAUTHORIZED ENTRY.6. NO EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE TEMPORARY FENCE FORANY AMOUNT OF TIME.NOTESEXISTING ASPHALTPARKING LOT (TYP)EXISTINGCURB (TYP)EXISTING LIGHTPOLE (TYP)EXISTINGTREE (TYP)EXISTING PARKINGLINE (TYP)EXISTING UNDERGROUNDELECTRIC LINE (TYP)EXISTING UNDERGROUNDFIBER LINE (TYP)EXISTING UNDERGROUNDWATER LINE (TYP)EXISTING STORMMANHOLE (TYP)EXISTINGTRAFFIC SIGNALEXISTINGGAS VALVEEXISTINGHANDHOLE (TYP)EXISTINGTRANSFORMER(TYP)EXISTINGFIRE HYDRANTEXISTING GATEVALVE (TYP)EXISTINGUNDERGROUNDGAS LINE (TYP)EXISTING 60'-0"SETBACKEXISTING 72'-0"SETBACKEXISTINGSIDEWALK (TYP)EXISTINGPROPERTY LINE (TYP)YORK AVE SHAZELTON RD         !" #$ %&'   () !" *   +,,$-  -*$,#.$-  &-*&    '  . /'  "     '  . /'  "   EdinaMN.govVariance request7000 York Ave, So               !"#$    %$ &' ( &' )!*% +     ,- .(  / 01((, , $    !" %+"!+$2!3+33   "  $+ 4* 005+*"6 +!+  , 2!3 3+"!3+' .)!*%7+(((+ +!"8 2!3!+!+ +*!+ ! 7!8,9: 8 9 !+!!3   +*" +3++005+*"+!"3+"! +' !$!7!3 !$ 3+"7 !+! !+!+*  7; !#+  + 3+3+!7++2!  $2! #$  33% +1$  733+!" .34 3 6 .34 3 6 <++% %$ 0&/ )7!+!% %$ 0&7 33 Invicta, LLC (known as Minnesota Made Hockey), is proposing to construct a new 10,240 square foot training facility on the southern portion of the parcel at 7300 West Bush Lake Road. The parcel is 5.55 acres and currently has a 63,311 square foot structure containing two ice rinks and assorted support spaces that would remain. The proposed building is 64’ x 160’ and would include a turf area, weight training, and other hockey specific training space. Minnesota Made Hockey currently operates a training facility as a tenant in the building located at 7101 Amundson Avenue. The purpose of the new building is to move those operations to the new facility. The new structure would replace an outdoor ice rink that was added in 2013. The site is zoned Planned Industrial District, which allows for athletic facilities as a permitted use. To accommodate the request, site plan approval is required. SUPPORTING INFORMATION Surrounding Land Uses Northerly: Self-storage facility; zoned Planned Industrial District and guided Industrial Easterly: Church; zoned Planned Industrial District and guided Industrial Southerly: Post Office; zoned Planned Industrial District and guided Industrial Westerly: Industrial building; zoned Planned Industrial and guided Industrial Existing Site Features The subject property has an existing 63,311 sq. ft. building containing two ice rinks. An outdoor ice rink is located where the new building is proposed. The site also contains a surface parking lot. September 13, 2023 Planning Commission Addison Lewis, Community Development Coordinator Site Plan Review – 7250-7300 West Bush Lake Road Information / Background: STAFF REPORT Page 2 Planning Guide Plan designation: Industrial Zoning: PID, Planned Industrial District Site Circulation/Traffic Vehicle access to the site is from Bush Lake Road. There are two existing driveway entrances that would remain. One new driveway entrance is proposed. The traffic study performed for this project estimates that 125 daily trips will be added, including 27 during the a.m. peak hour and 52 during the p.m. peak hour. The added trips are expected to have minimal impact on traffic operations. The study analyzed five nearby intersections that all currently operate at Level of Service A and are expected to continue operating at Level of Service A through the 2025 Build and No Build scenarios. No improvements are needed to accommodate the additional traffic. (See attached parking study.) An 8’ boulevard style-sidewalk is proposed to be installed along the property to improve pedestrian access. Three Rivers Park District’s proposed CP Rail Regional Trail will be south of the site at Dewey Hill Road. A construction date for the trail has not yet been determined as funding is still in the process of being secured. As that project progresses, the City of Edina will be involved in reviewing the design and will advocate for pedestrian safety improvements at this intersection. This site is served by Metro Transit Local Routes 6 and 540, which provide access to Bloomington, Richfield and Minneapolis. Both routes have stops located at the intersection of Dewey Hill Rd and Bush Lake Rd, less than a tenth of a mile away from the site. Parking City Code Section 36-1311 requires at least one space per 400 square feet of gross floor area. The total square footage of the existing building plus the proposed building is 73,551. Therefore, a total of 184 vehicle stalls is required. The existing facility has 219 parking stalls. The proposed project would add 31 stalls, bringing the total to 242 stalls, exceeding the number required by City Code. City Code Section 36-1274 requires that the minimum number of bicycle parking spaces required shall be five percent of the automobile parking space requirement. Therefore, 10 bicycle spaces are required. Code says that whenever possible, bicycle parking spaces shall be located within 50 feet of a public entrance to a principal building. Final design and placement is subject to approval of the City Engineer. Landscaping Based on the size of the site, 58 overstory trees are required. There are 36 existing trees, and none are proposed to be removed. The applicant is proposing to plant an additional 24 overstory trees for a total of 60. A full complement of understory trees and shrubs will also be STAFF REPORT Page 3 provided. Prior to building permit issuance, a landscape plan will need to be approved by the City Forester to verify specific size requirements. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable. (See attached engineering review memo.) Building/Building Material The proposed building exterior will be constructed of precast concrete wall panels on the three non-street-facing sides and a steel deck roof structure. The panels will be treated with a sandblast finish. The street-facing façade will be composed of brick on metal stud and glass. The panel and brick colors will be similar to the adjacent existing building. Mechanical Equipment/Trash Enclosures City Code Sec. 36-1457 requires the screening of mechanical equipment accessory to the building as well as trash storage facilities. 36-1459 says that “required screening may be achieved with fences, walls, earth berms, hedges and other landscape materials. All walls and fences shall be architecturally harmonious with the principal building.” Rooftop mechanical equipment is proposed to be screened by corrugated metal panel. Trash containers are proposed to be stored inside the building on non-pickup days. Compliance Table PID Proposed Setbacks - Buildings Bush Lake Rd - Front North lot line – Side South lot line – Side West lot line – Rear 50 feet 28 feet 28 feet 28 feet 116 feet 9 inches Over 400 feet 60 feet 4 inches 63 feet 3 inches Building Height 4 stories and 48 feet per the height overlay district 1 story / 28 feet Parking lot and drive aisle setback East lot line South lot line West lot line North lot line Separation between the building and parking lot 20 feet 10 feet 10 feet 10 feet 10 feet 28 feet 12 feet 63 feet Over 400 feet 10 feet (Applicant will adjust the plan to meet on south side) First Floor Height 20 feet 21 feet 6 inches 75% Transparency – 1st level 75% 75% STAFF REPORT Page 4 STAFF RECOMMENDATION Recommend the City Council approve the Site Plan request based on the following findings: 1. The proposed site plan is in compliance with City Code. Approval is subject to the following Conditions: 1. The Plan must be consistent with the Plans included in the September 13, 2023 Planning Commission packet. 2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 3. Provision of code compliant bike racks near the building entrances. 4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 5. Roof-top mechanical equipment and ground level equipment must be screened per Section 36-1459 of the City Code. 6. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 7. Hours of construction must be consistent with City Code. 8. Separation between the building and parking lot must be at least 10 feet. 9. Compliance with the conditions outlined in the engineering and transportation memos dated September 6 & 7, 2023. 10. Any signage shall comply with the regulations of Article XIII in Chapter 36 of the Zoning Ordinance. Deadline for a city decision: October 9, 2023 Maximum Building Coverage 45% 30% Maximum Floor Area Ratio (FAR) 0.5 0.3 /2&$7,210$3(/(&75,&$/2:1(56758&785$/(1*,1((5$5&+,7(&72)5(&25'&,9,/(1*,1((50(&+$1,&$/3/80%,1*352-(&77($0'(6,*1%8,/'(50,11(627$0$'(+2&.(<%86+/$.(52$'(',1$01%(51,(0&%$,1%(51,(#010$'(+2&.(<&20&23(/$1'%8,/',1*&2530(752%(28/(9$5'68,7((',1$0152%&23(/$1'52%#&23(/$1'%8,/',1*&2063(5,'(65(,1(56$5&+,7(&76,1&&,7<:(673$5.:$<68,7:('(135$,5,(01352-(&7&217$&71,&.63(5,'(61,&.#65$01&20'(6,*1%8,/''(6,*1%8,/'%.%0(1*,1((56($5/(%52:1'5,9(68,7(0,11($32/,6017,1$:<))(/67:<))(/6#%.%0&20%.%0(1*,1((56($5/(%52:1'5,9(68,7(0,11($32/,601.(,7+0$77(.0$77(#%.%0&20*(1(5$/127(6.(<3/$1352-(&7,0$*(6+((7,1'(;$ 678')5$0,1*(;7(1'('726758&785($%29(6+$//+$9(;*$/9$1,=('678'75$&.$7723678')5$0,1*6+$//%()5207232)75$&.$1'+$9(120(&+$1,&$/)$67(1,1*72$//2:)25'()/(&7,21% 9(5,)<$//(;,67,1*&21',7,216',0(16,216$1'$/,*10(172):$//6%5,1*$1<',6&5(3$1&,(6727+($5&+,7(&76$77(17,2135,2572)$%5,&$7,21&216758&7,21%(*,16& &2175$&72572,167$//(48,30(173(50$18)$&785(5 65(48,5(0(176' +2/'&/($5$1&(%(7:((1)/225$1'*<3680%2$5'),//*$3%(7:((1%27720('*(2)*<3680%2$5'$1')/225:,7+6($/$17675,.(6($/$1760227+$1')/86+:,7+)$&(2)3$57,7,215(029((;&(666($/$17)5203$57,7,21$1')/225( &+$1*(6,1)/2250$7(5,$/66+$//%(/2&$7('$77+(&(17(5/,1(2)7+('225/($)25$66+2:1217+()/225),1,6+3/$1) 9(5,)</2&$7,212)$&&(663$1(/6:,7+0(&+$1,&$/$1'(/(&75,&$/'5$:,1*6)25$&&(66720(&+$1,&$/$1'(/(&75,&$/,7(06* 6($/3(1(75$7,216,1),5(5$7('$66(0%/,(6$1'602.(%$55,(56720((75(48,5('5$7,1*687,/,=(8/$33529('0(7+2'6+ 3529,'(),5(75($7('%/2&.,1*$65(48,5('726833257$//&$%,1(766+(/9(6%8,/7,16(48,30(1725$&&(6625,(6&225',1$7(:,7+9(1'25'2&80(176:+(5(68&+&21',7,216$33/<, 127,)<7+($5&+,7(&7,)(/(&75,&$/&20081,&$7,21+9$&3/80%,1*,7(06'(3,&7('&21)/,&7:,7+$'$5(48,5(0(17625,1'8675<67$1'$5'635,2572,167$//$7,21127($//'(9,&(6$1'&21752/672%(,167$//(':,7+,1$0$;,0802)2)($&+27+(5+25,=217$//< 1272& $1'$/,*17+(%2772062)($&+,7(0,17+(9(57,&$/326,7,21$/,*17+(,7(0621&(17(5/,1(6- '85,1*&216758&7,21$5($6+$//%(.(37&/($1$1'25'(5/<. /,*+7,1*(;,7/,*+7,1*,1)250$7,21(/(&75,&$/'$7$$1'7(/(3+21(,1)250$7,216+2:1$5()25(/(&75,&$/&2175$&72565()(5(1&(21/<&2175$&7256+$//(1685(&225',1$7,212)(/(&75,&$/,7(06:,7+%8,/',1*&216758&7,21$1'(48,30(17$1'6+$//2%7$,17+(1(('(',1)250$7,21723529,'($&203/(7($1':25.,1*,167$//$7,21/ &216758&7,216+$//%(,1$&&25'$1&(:,7+67$7($1'/2&$/&2'(60 3529,'(*),(/(&75,&$/287/(76$7/2&$7,2165(48,5('%<&2'((;,67,1*010$'(%8,/',1*1(:%8,/',1*352-(&712&,7<:(673$5.:$<68,7(('(135$,5,(0,11(627$3+:::65$01&20&23<5,*+763(5,'(65(,1(56$5&+,7(&76,1&&'5$:1%<&+(&.('%<35(/,0,1$5<127)25&216758&7,2165D$5&+,7(&785(,17(5,25630;;;;;;$,QYLFWD7UDLQLQJ&HQWHU7,7/(6+((7%86+/$.(52$'(',1$01,19,&7$75$,1,1*&(17(5%XVK/DNH5RDG(GLQD016+((76+((71$0(&,7<68%0,77$/$5&+,7(&785$/$ 7,7/(6+((7 Ɣ6859(<& $/7$1636/$1'7,7/(6859(< Ɣ&,9,/& 6(/(&7,9(6,7('(02/,7,21$1'(526,21&21752/3/$1 Ɣ& *5$',1*'5$,1$*($1'(526,21&21752/3/$1 Ɣ& 87,/,7<3/$1 Ɣ& 3$9,1*$1'*(20(75,&3/$1 Ɣ& &,9,/'(7$,/6 Ɣ& &,9,/'(7$,/6 Ɣ& &,9,/'(7$,/6 Ɣ& 67250:$7(532//87,2135(9(17,213/$1 Ɣ$5&+,7(&785$/$ $%%5(9,$7,2166<0%2/6 7<3,&$/02817,1*+(,*+76$ 6,*+7/,1(678'<$ (;7(5,255(1'(5,1*6 Ɣ$ /,)(6$)(7<3/$16$ %8,/',1*6<67(06$ 3$57,7,217<3(6$ 3$57,7,217<3('(7$,/6$ $5&+,7(&785$/'(02/,7,216,7(3/$1$ $5&+,7(&785$/6,7(3/$1 Ɣ$ /$1'6&$3(3/$1 Ɣ$ '(02/,7,213/$1$ )/2253/$1 Ɣ$ ),1,6+3/$1/(*(1'$1'6&+('8/($ 5()/(&7('&(,/,1*3/$16$ 522)3/$1$ (;7(5,25(/(9$7,216$ (;7(5,25(/(9$7,216&2/25 Ɣ$ %8,/',1*6(&7,216$ :$//6(&7,216$ :$//6(&7,216$ (;7(5,25'(7$,/6$ 522)'(7$,/6$ 6&+('8/(6)5$0(67<3(6$ &$6(:25.6&+('8/($ ,17(5,25(/(9$7,216$ ,17(5,256(&7,21 '(7$,/6$ )851,785(3/$1$ $;2120(75,&,668(5(&25',668( '$7( '(6&5,37,21 PROJECT NO:WHGKD & KAM23348.5Invicta Training Center7300 BUSH LAKE ROADEDINA, MN 55439ISSUE RECORDISSUE # 2023-08-11 CITY SUBMITTAL6442 CITY WEST PARKWAYSUITE 300EDEN PRAIRIE, MINNESOTA 55344PH: 952-996-9662WWW.SRA-MN.COMCOPYRIGHT 2023SPERIDES REINERS ARCHITECTS, INCCDRAWN BY:CHECKED BY:3(50,76(7127)25&216758&7,21D$5&+,7(&785(,17(5,2566120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com&%.%0(QJLQHHUV$OOULJKWVUHVHUYHG7KLVGRFXPHQWLVDQLQVWUXPHQWRIVHUYLFHDQGLVWKHSURSHUW\RI%.%0(QJLQHHUVDQGPD\QRWEHXVHGRUFRSLHGZLWKRXWSULRUZULWWHQFRQVHQW%.%0-2%1RREG NO: 61633GRIFFIN K. DEMPSEYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.AUGUST 11, 2023C100SELECTIVE SITEDEMOLITION ANDEROSION CONTROLPLAN PROJECT NO:WHGKD & KAM23348.5Invicta Training Center7300 BUSH LAKE ROADEDINA, MN 55439ISSUE RECORDISSUE # 2023-08-11 CITY SUBMITTAL6442 CITY WEST PARKWAYSUITE 300EDEN PRAIRIE, MINNESOTA 55344PH: 952-996-9662WWW.SRA-MN.COMCOPYRIGHT 2023SPERIDES REINERS ARCHITECTS, INCCDRAWN BY:CHECKED BY:3(50,76(7127)25&216758&7,21D$5&+,7(&785(,17(5,2566120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com&%.%0(QJLQHHUV$OOULJKWVUHVHUYHG7KLVGRFXPHQWLVDQLQVWUXPHQWRIVHUYLFHDQGLVWKHSURSHUW\RI%.%0(QJLQHHUVDQGPD\QRWEHXVHGRUFRSLHGZLWKRXWSULRUZULWWHQFRQVHQW%.%0-2%1RREG NO: 61633GRIFFIN K. DEMPSEYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.AUGUST 11, 2023C200GRADING,DRAINAGE, ANDEROSION CONTROLPLAN PROJECT NO:WHGKD & KAM23348.5Invicta Training Center7300 BUSH LAKE ROADEDINA, MN 55439ISSUE RECORDISSUE # 2023-08-11 CITY SUBMITTAL6442 CITY WEST PARKWAYSUITE 300EDEN PRAIRIE, MINNESOTA 55344PH: 952-996-9662WWW.SRA-MN.COMCOPYRIGHT 2023SPERIDES REINERS ARCHITECTS, INCCDRAWN BY:CHECKED BY:3(50,76(7127)25&216758&7,21D$5&+,7(&785(,17(5,2566120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com&%.%0(QJLQHHUV$OOULJKWVUHVHUYHG7KLVGRFXPHQWLVDQLQVWUXPHQWRIVHUYLFHDQGLVWKHSURSHUW\RI%.%0(QJLQHHUVDQGPD\QRWEHXVHGRUFRSLHGZLWKRXWSULRUZULWWHQFRQVHQW%.%0-2%1RREG NO: 61633GRIFFIN K. DEMPSEYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.AUGUST 11, 2023C300UTILITY PLAN (;,67,1*010$'(%8,/',1*1(:%8,/',1*PROJECT NO:WHGKD & KAM23348.5Invicta Training Center7300 BUSH LAKE ROADEDINA, MN 55439ISSUE RECORDISSUE # 2023-08-11 CITY SUBMITTAL6442 CITY WEST PARKWAYSUITE 300EDEN PRAIRIE, MINNESOTA 55344PH: 952-996-9662WWW.SRA-MN.COMCOPYRIGHT 2023SPERIDES REINERS ARCHITECTS, INCCDRAWN BY:CHECKED BY:3(50,76(7127)25&216758&7,21D$5&+,7(&785(,17(5,2566120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com&%.%0(QJLQHHUV$OOULJKWVUHVHUYHG7KLVGRFXPHQWLVDQLQVWUXPHQWRIVHUYLFHDQGLVWKHSURSHUW\RI%.%0(QJLQHHUVDQGPD\QRWEHXVHGRUFRSLHGZLWKRXWSULRUZULWWHQFRQVHQW%.%0-2%1RREG NO: 61633GRIFFIN K. DEMPSEYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.AUGUST 11, 2023C400PAVING ANDGEOMETRIC PLAN´¶ PROJECT NO:WHGKD & KAM23348.5Invicta Training Center7300 BUSH LAKE ROADEDINA, MN 55439ISSUE RECORDISSUE # 2023-08-11 CITY SUBMITTAL6442 CITY WEST PARKWAYSUITE 300EDEN PRAIRIE, MINNESOTA 55344PH: 952-996-9662WWW.SRA-MN.COMCOPYRIGHT 2023SPERIDES REINERS ARCHITECTS, INCCDRAWN BY:CHECKED BY:3(50,76(7127)25&216758&7,21D$5&+,7(&785(,17(5,2566120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com&%.%0(QJLQHHUV$OOULJKWVUHVHUYHG7KLVGRFXPHQWLVDQLQVWUXPHQWRIVHUYLFHDQGLVWKHSURSHUW\RI%.%0(QJLQHHUVDQGPD\QRWEHXVHGRUFRSLHGZLWKRXWSULRUZULWWHQFRQVHQW%.%0-2%1RREG NO: 61633GRIFFIN K. DEMPSEYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.AUGUST 11, 2023C500CIVIL DETAILS PROJECT NO:WHGKD & KAM23348.5Invicta Training Center7300 BUSH LAKE ROADEDINA, MN 55439ISSUE RECORDISSUE # 2023-08-11 CITY SUBMITTAL6442 CITY WEST PARKWAYSUITE 300EDEN PRAIRIE, MINNESOTA 55344PH: 952-996-9662WWW.SRA-MN.COMCOPYRIGHT 2023SPERIDES REINERS ARCHITECTS, INCCDRAWN BY:CHECKED BY:3(50,76(7127)25&216758&7,21D$5&+,7(&785(,17(5,2566120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com&%.%0(QJLQHHUV$OOULJKWVUHVHUYHG7KLVGRFXPHQWLVDQLQVWUXPHQWRIVHUYLFHDQGLVWKHSURSHUW\RI%.%0(QJLQHHUVDQGPD\QRWEHXVHGRUFRSLHGZLWKRXWSULRUZULWWHQFRQVHQW%.%0-2%1RREG NO: 61633GRIFFIN K. DEMPSEYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.AUGUST 11, 2023C501CIVIL DETAILSxxxxxx PROJECT NO:WHGKD & KAM23348.5Invicta Training Center7300 BUSH LAKE ROADEDINA, MN 55439ISSUE RECORDISSUE # 2023-08-11 CITY SUBMITTAL6442 CITY WEST PARKWAYSUITE 300EDEN PRAIRIE, MINNESOTA 55344PH: 952-996-9662WWW.SRA-MN.COMCOPYRIGHT 2023SPERIDES REINERS ARCHITECTS, INCCDRAWN BY:CHECKED BY:3(50,76(7127)25&216758&7,21D$5&+,7(&785(,17(5,2566120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com&%.%0(QJLQHHUV$OOULJKWVUHVHUYHG7KLVGRFXPHQWLVDQLQVWUXPHQWRIVHUYLFHDQGLVWKHSURSHUW\RI%.%0(QJLQHHUVDQGPD\QRWEHXVHGRUFRSLHGZLWKRXWSULRUZULWWHQFRQVHQW%.%0-2%1RREG NO: 61633GRIFFIN K. DEMPSEYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.AUGUST 11, 2023C502CIVIL DETAILS 121234PROJECT NO:WHGKD & KAM23348.5Invicta Training Center7300 BUSH LAKE ROADEDINA, MN 55439ISSUE RECORDISSUE # 2023-08-11 CITY SUBMITTAL6442 CITY WEST PARKWAYSUITE 300EDEN PRAIRIE, MINNESOTA 55344PH: 952-996-9662WWW.SRA-MN.COMCOPYRIGHT 2023SPERIDES REINERS ARCHITECTS, INCCDRAWN BY:CHECKED BY:3(50,76(7127)25&216758&7,21D$5&+,7(&785(,17(5,2566120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com&%.%0(QJLQHHUV$OOULJKWVUHVHUYHG7KLVGRFXPHQWLVDQLQVWUXPHQWRIVHUYLFHDQGLVWKHSURSHUW\RI%.%0(QJLQHHUVDQGPD\QRWEHXVHGRUFRSLHGZLWKRXWSULRUZULWWHQFRQVHQW%.%0-2%1RREG NO: 61633GRIFFIN K. 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&/($5$112',=('*/$660,'1,*+7%521=(08//,216:7+(50$/%5($.%5,&.  02'8/$5%5,&.0$1*$1(6(,5216327(1',&277 9(/285 0$1*$1(6(,521632702'8/$5 *52877%'%5,&.  02'8/$5%5,&.3(:7(5 ,17(567$7(%5,&. 9(/285 3(:7(502'8/$5 *52877%'&66  &$676721(6,// 0$5&6721( 0)*5 ,1',$1$*5(<06&1  522)723(48,30(176&5((1:$// 7%' &2558*$7('0(7$/3$1(/0)*53&  35(&$67&21&5(7(3(:7(56$1'%/$67)$%&21 6$1'%/$67 3,*0(17720$7&+3(:7(5%5,&.6$1':,&+3$1(/3)0$ 35(),1,6+('0(7$/$:1,1*6816+$'(7%' 0$77( 0,'1,*+7%521=( &867203)0$ 35(),1,6+('0(7$/$:1,1*(175<&$123<7%' 0$77( 0,'1,*+7%521=( &867203)0&  35(),1,6+('0(7$/&23,1* 7%'0,'1,*+7%521=(3)0)  35(),1,6+('0(7$/)/$6+,1* 7%'0,'1,*+7%521=(%5,&.02'8/$5%5,&.0$1*$1(6(,52163273&35(&$67&21&5(7(3(:7(56$1'%/$673)0)35(),1,6+('0(7$/)/$6+,1*3)0$35(),1,6+('0(7$/$:1,1*6816+$'(3)0$35(),1,6+('0(7$/$:1,1*(175<&$123<3)0&35(),1,6+('0(7$/&23,1*&66&$676721(6,//%5,&.02'8/$5%5,&.3(:7(5 File #193806423 August 29, 2023 DRAFT Prepared by: Stantec Consulting Services Inc. 1800 Pioneer Creek Center Maple Plain, MN 55359 Phone: 7963-479-4200 Fax: 763-479-4242 Prepared for: City of Edina 4801 W. 50th Street Edina, MN 55424 Traffic and Parking Study for the Invicta Training Center in Edina, MN August 2023 i DRAFT Table of Contents TABLE OF CONTENTS ..................................................................................... I 1.0 EXECUTIVE SUMMARY ...................................................................... 1-1 2.0 PURPOSE AND BACKGROUND ........................................................... 2-1 3.0 EXISTING CONDITIONS .................................................................... 3-1 4.0 TRAFFIC FORECASTS ........................................................................ 4-1 5.0 TRAFFIC ANALYSIS ........................................................................... 5-5 6.0 PARKING ANALYSIS ......................................................................... 6-1 7.0 CONCLUSIONS AND RECOMMENDATIONS ......................................... 7-1 8.0 APPENDIX ........................................................................................ 8-1 FIGURES FIGURE 1 PROJECT LOCATION .................................................................. 2-2 FIGURE 2 SITE PLAN ................................................................................ 2-3 FIGURE 3 EXISTING CONDITIONS ............................................................. 3-3 FIGURE 4 WEEKDAY A.M. PEAK HOUR VOLUMES ........................................ 4-3 FIGURE 5 WEEKDAY P.M. PEAK HOUR VOLUMES ......................................... 4-4 I hereby certify that this 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. __________________________________ DATE: August 29, 2023 Edward F. Terhaar License No. 24441 August 2023 1-1 DRAFT 1.0 Executive Summary The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed Invicta Training Center located at 7300 Bush Lake Road in Edina, MN. The proposed project location is currently vacant space adjacent to the Minnesota Made Hockey facility. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: x Cahill Road/Dewey Hill Road x W. 74th Street/Bush Lake Road x W. 74th Street/Metro Boulevard x Dewey Hill Road/Bush Lake Road x Bush Lake Road/Edina Industrial Boulevard The proposed project will involve construction of a new 10,240 square foot building for a hockey training facility. The project is expected to include 31 parking stalls. As shown in the site plan, one new access point is provided on Bush Lake Road. The existing Minnesota Made facility has two access points on Bush Lake Road north of the proposed access. The project is expected to be completed in 2025. The conclusions drawn from the information and analyses presented in this report are as follows: x The proposed development is expected to add 27 trips during the a.m. peak hour, 52 trips during the p.m. peak hour, and 125 trips daily. x The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. x Data provided in the ITE publication Parking Generation, 5th Edition, for the Ice Rink and Athletic Club land uses most closely match the existing and proposed facilities. Based on the ITE data, the peak weekday parking demand for both facilities is 116 spaces. The total of 242 spaces provided is 126 spaces greater than the peak demand. Edina City code requires one space per 400 square feet of building space. This equates to 26 spaces for the proposed facility. x Future plans for this area include a shared use path on Dewey Hill Road and W. 74th Street and new secondary sidewalk on Bush Lake Road. Future plans for this area also include standard bike lanes on Bush Lake Road. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. x The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and facility users. August 2023 1-2 DRAFT x Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. o Providing bicycle parking spaces for employees and facility users. August 2023 2-1 DRAFT 2.0 Purpose and Background The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed Invicta Training Center located at 7300 Bush Lake Road in Edina, MN. The proposed project location is currently vacant space adjacent to the Minnesota Made Hockey facility. The project location is shown in Figure 1. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: x Cahill Road/Dewey Hill Road x W. 74th Street/Bush Lake Road x W. 74th Street/Metro Boulevard x Dewey Hill Road/Bush Lake Road x Bush Lake Road/Edina Industrial Boulevard Proposed Development Characteristics The proposed project will involve construction of a new 10,240 square foot building for a hockey training facility. The project is expected to include 31 parking stalls. As shown in the site plan, one new access point is provided on Bush Lake Road. The existing Minnesota Made facility has two access points on Bush Lake Road north of the proposed access. The project is expected to be completed in 2025. The current site plan is shown in Figure 2. August 2023 2-2 DRAFT August 2023 2-3 DRAFT August 2023 3-1 DRAFT 3.0 Existing Conditions The proposed project location is currently vacant space adjacent to the Minnesota Made Hockey facility. The site is bounded by Bush Lake Road on the east and commercial uses on the west, north, and south. Near the site location, Bush Lake Road, Dewey Hill Road, and Cahill Road are two lane undivided roadways. Existing conditions at the proposed project location are shown in Figure 3 and described below. Cahill Road/Dewey Hill Road This four-way intersection is controlled with stop signs on the eastbound and westbound approaches. The westbound approach splits into a north and south approach, with each approach providing left turn/right turn lane. The eastbound approach provides a left turn lane and a right turn lane. The northbound and southbound approaches provide a left turn/through/right turn lane. Eastbound and westbound through movements must turn onto Cahill Road and back onto Dewey Hill Road to continue through. Dewey Hill Road/Bush Lake Road This three-way intersection is controlled with stop signs on the eastbound and southbound approaches. The eastbound approach provides one left turn/right turn lane. The southbound approach provides through/right turn lane. The northbound approach provides one left turn/through lane. W. 74th Street/Bush Lake Road This three-way intersection is controlled with a stop sign on the westbound approach. The westbound approach provides one left turn/right turn lane. The northbound approach provides through/right turn lane. The southbound approach provides one left turn/through lane. W. 74th Street/Metro Boulevard This three-way intersection is controlled with a stop sign on the eastbound approach. The eastbound approach provides one left turn/right turn lane. The southbound approach provides through/right turn lane. The northbound approach provides one left turn/through lane. Bush Lake Road/Edina Industrial Boulevard This four-way intersection is controlled with stop signs on the northbound and southbound approaches. The eastbound approach provides one left turn/through lane and one through/right turn lane. The westbound approach provides one left turn/through/right turn lane. The northbound approach provides one left turn/through/right turn lane. The southbound approach provides one left turn/through lane and right turn lane. August 2023 3-2 DRAFT Traffic Volume Data Weekday traffic volume data was recorded at the existing intersections in July, 2023. Existing traffic volume data is presented later in this report. August 2023 3-3 DRAFT August 2023 4-1 DRAFT 4.0 Traffic Forecasts Traffic Forecast Scenarios To adequately address the impacts of the proposed project, forecasts and analyses were completed for the year 2025. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: x 2023 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by the uses near the project site. x 2025 No-Build. Existing volumes at the subject intersections were increased by 1.0 percent per year to determine 2025 No-Build volumes. The 1.0 percent per year growth rate was calculated based on both recent growth experienced near the site and projected growth due to additional development in the area. x 2025 Build. Trips generated by the proposed development were added to the 2025 No-Build volumes to determine 2025 Build volumes. Trip Generation for Proposed Project Weekday a.m. and p.m. peak hour trip generation estimates for the proposed development were calculated based on detailed facility user information provided by the project owner. This information indicated a maximum of 20 facility users and 5 employees on-site at one time. The resultant trip generation estimates are shown in Table 4-1. Table 4-1 Trip Generation for Proposed Project Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday Daily In Out Total In Out Total Total Facility users 20 people 20 0 20 20 20 40 100 Employees 5 people 5 0 5 5 5 10 15 Deliveries 1 1 2 1 1 2 10 Total trips 26 1 27 26 26 52 125 As shown, the project adds 27 trips during the a.m. peak hour, 52 trips during the p.m. peak hour, and 125 trips daily. Trip Distribution Percentages Trip distribution percentages for the subject development trips were established based on the nearby roadway network, existing and expected future traffic patterns, and location of the subject development in relation to major attractions and population concentrations. August 2023 4-2 DRAFT The distribution percentages for trips generated by the proposed development are as follows: x 10 percent to/from the north on Cahill Road x 10 percent to/from the west on Dewey Hill Road x 10 percent to/from the south on Cahill Road x 20 percent to/from the south on Edina Industrial Boulevard x 20 percent to/from the east on Edina Industrial Boulevard x 10 percent to/from the south on Metro Boulevard x 20 percent to/from the north of Metro Boulevard Traffic Volumes Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant traffic volumes are presented in Figures 4 and 5. August 2023 4-3 DRAFT August 2023 4-4 DRAFT August 2023 5-5 DRAFT 5.0 Traffic Analysis Intersection Level of Service Analysis Traffic analyses were completed for the subject intersections for all scenarios described earlier during the weekday a.m. and p.m. peak hours using Synchro/SimTraffic software. Initial analysis was completed using existing geometrics and intersection control. Capacity analysis results are presented in terms of level of service (LOS), which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best intersection operation, with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay. The following is a detailed description of the conditions described by each LOS designation: x Level of service A corresponds to a free flow condition with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. x Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. x Level of service C depicts a restricted flow which remains stable, but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this level. The delay ranges from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an unsignalized intersection at this level. x Level of service D corresponds to high-density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds for a signalized intersection and 25 to 35 seconds for an unsignalized intersection. x Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. x Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues, stop-and-go waves, poor travel times, low comfort and convenience, and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. August 2023 5-6 DRAFT The LOS results for the study intersections are discussed below. 2023 Existing Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Cahill Road/Dewey Hill Road EB/WB stop A/A A/B Dewey Hill Road/Bush Lake Road EB/SB stop A/A A/A W. 74th Street/Bush Lake Road WB stop A/A A/A W. 74th Street/Metro Boulevard EB stop A/A A/A Bush Lake Rd/Edina Industrial Blvd NB/SB stop A/C A/E Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS A and movements operate at LOS C or better. During the p.m. peak hour, all intersections operate at LOS A and movements operate at LOS E or better. 2025 No Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Cahill Road/Dewey Hill Road EB/WB stop A/A A/B Dewey Hill Road/Bush Lake Road EB/SB stop A/A A/A W. 74th Street/Bush Lake Road WB stop A/A A/A W. 74th Street/Metro Boulevard EB stop A/A A/A Bush Lake Rd/Edina Industrial Blvd NB/SB stop A/C A/E Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS A and movements operate at LOS C or better. During the p.m. peak hour, all intersections operate at LOS A and movements operate at LOS E or better. 2025 Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Cahill Road/Dewey Hill Road EB/WB stop A/A A/B Dewey Hill Road/Bush Lake Road EB/SB stop A/A A/A W. 74th Street/Bush Lake Road WB stop A/A A/A W. 74th Street/Metro Boulevard EB stop A/A A/A Bush Lake Rd/Edina Industrial Blvd NB/SB stop A/C A/E Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS A and movements operate at LOS C or better. During the p.m. peak hour, all intersections operate at LOS A and movements operate at LOS E or better. August 2023 5-7 DRAFT Overall Traffic Impact The net trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. Bicycle and Pedestrian Facilities Under existing conditions, sidewalk is provided on the west side of Cahill Road and the south side of W. 74th Street. No sidewalk is provided on Bush Lake Road or Dewey Hill Road. Striped bike lanes are provided on Cahill Road. Bicycles are allowed on all the surrounding streets. Future plans for this area include a shared use path on Dewey Hill Road and W. 74th Street and new secondary sidewalk on Bush Lake Road. Future plans for this area also include standard bike lanes on Bush Lake Road. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and facility users. Transit Facilities The subject site presently is served by the Metro Transit bus routes 6 and 540. Bus stops exist on Dewey Hill Road and W. 74th Street. Travel Demand Management Plan (TDM) Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: x Providing maps that show the area bus routes and schedules. x Providing maps of bicycle and pedestrian facilities. x Providing information on starting and joining commuter programs. x Providing bicycle parking spaces for employees and facility users. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. August 2023 6-1 DRAFT 6.0 Parking Analysis As described earlier, the project is expected to include 31 parking stalls. The existing Minnesota Made Hockey facility has 219 parking stalls. The project description states that the new parcel will have a shared cross access agreement for shared parking and site access. Therefore, there will be a total of 242 parking stalls available for users of both facilities. Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the proposed and existing land uses. Data provided in the ITE publication Parking Generation, 5th Edition, for the Ice Rink and Athletic Club land uses most closely match the existing and proposed facilities. Based on the ITE data, the peak weekday parking demand for both facilities is 116 spaces. The total of 242 spaces provided is 126 spaces greater than the peak demand. The proposed number of parking stalls adequately accommodates the peak parking demand. Edina City code requires one space per 400 square feet of building space. This equates to 26 spaces. The 31 spaces provided is 5 spaces greater than the City code requirement. August 2023 7-1 DRAFT 7.0 Conclusions and Recommendations The conclusions drawn from the information and analyses presented in this report are as follows: x The proposed development is expected to add 27 trips during the a.m. peak hour, 52 trips during the p.m. peak hour, and 125 trips daily. x The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. x Data provided in the ITE publication Parking Generation, 5th Edition, for the Ice Rink and Athletic Club land uses most closely match the existing and proposed facilities. Based on the ITE data, the peak weekday parking demand for both facilities is 116 spaces. The total of 242 spaces provided is 126 spaces greater than the peak demand. Edina City code requires one space per 400 square feet of building space. This equates to 26 spaces for the proposed facility. x Future plans for this area include a shared use path on Dewey Hill Road and W. 74 th Street and new secondary sidewalk on Bush Lake Road. Future plans for this area also include standard bike lanes on Bush Lake Road. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. x The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and facility users. x Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. o Providing bicycle parking spaces for employees and facility users. August 2023 8-1 DRAFT 8.0 Appendix x Level of Service Worksheets DATE: 9/6/2023 TO: 7300 Bush Lake Rd, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Chad Millner, PE, Director of Engineering Ben Jore, PE, Senior Project Engineer RE: (7300 Bush Lake Rd.) – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil and survey drawings dated 8/11/2023 Review Comment Required For General 1. Existing easements held by the City require Council action to vacate if deemed appropriate and necessary for the project. Consideration of requests can require up to 60-days to process. General Comment 2. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy 3. Maintenance of sidewalks to be responsibility of property owner. General Comment 4. A public access easement will be required for the new 8-ft sidewalk located on private property. Certificate of Occupancy Survey 5. An existing and proposed site condition survey has been provided. Grading/Building Permit 5.1 Show all existing and proposed public and private easements. Grading/Building Permit Living Streets 6. Design sidewalks to meet ADA requirements. Grading/Building Permit 7. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit 8. The proposed 8-ft sidewalk with a boulevard is supported. See note above for easement requirements. Grading/Building Permit Traffic and Street 9. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit 10. Provide traffic study and implement City-approved recommendations. Grading/Building Permit 11. Driveway Entrance permit required for entrance reconstruction. Building Permit 12. Roadway was reconstructed in 2018 (mill and overlay). Road patching shall conform to Edina Standard Plates 542. Certificate of Occupancy Sanitary and Water Utilities 13. Verify fire demand and hydrant locations. Grading/Building Permit 14. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 15. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 16. Apply for a sewer and water connection permit with Public Works. Prior to Starting Utility Work 16.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 16.2 Public Works to determine acceptable installation methods. Grading/Building Permit 17. No Disconnected sanitary and water services as there is no existing structures. N.A. 18. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the City to calculate sewer and water connection charges Grading/Building Permit 19. Water service connection to be shown on utility plan. Single connection from main for fire and domestic, split after main connection. Grading/Building Permit 20. Watermain was constructed in 1966 and the building was constructed in 1978. There is likely no well located on the property. N.A. Storm Water Utility 21. Provide geotechnical report with soil borings. Grading/Building Permit 22. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Grading/Building Permit 23. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit 24. Site drains to structural flooding issues. Provide calculations demonstrating compliance with city permit requirements. Water Resources Permit Grading Erosion and Sediment Control 25. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Erosion control plan has been submitted. Additional review to be completed. Grading/Building Permit Constructability and Safety 26. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit 27. No Retaining walls proposed. N.A. Other Agency Coordination 28. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 29. Nine Mile Creek Watershed District permit is required. Grading/Building Permit            !"  # $" %&    '(    ! )**"+ , +-"*$."+  &+-&      . /  0       . /  0        0    1    23   (4( ,     23   (4( ,    1 56    7 8  56 9:: %   5 6  *   ;  ;       !<    ;  6 $     3     =   /  % % !   6 * =      % ! %     *   7    %  ;    >         6 Date:September 13, 2023 To: Cary Teague – Community Development Director Chad Millner, PE – Director of Engineering Cc:7300 Bush Lake Rd Owner and Development Team From: Andrew Scipioni – Transportation Planner Re: 7300 Bush Lake Road – Transportation Review Invicta, LLC is proposing to construct a new 10,240-square-foot hockey training facility at 7300 Bush Lake Road, adjacent to the Minnesota Made Ice Center. Stantec completed a traffic impact study (TIS) for this project on behalf of the City. This memo will review the findings of the TIS and other transportation impacts of the proposed development. Trip Generation Stantec determined existing traffic volumes through counts at the subject intersections. Existing volumes were then increase by 1% per year to determine 2025 No-Build conditions. To determine 2025 Build conditions, Stantec calculated trip generation estimates based on “detailed facility user information provided by the project owner,” which indicated a maximum of 20 facility users and 5 employees on-site at on time. This analysis concluded that the project will add 125 total daily trips, with 27 occurring during the a.m. peak hour and 52 occurring during the p.m. peak hour. Capacity Analysis Five intersections adjacent to the site were studied by Stantec (see Figure 1). All intersections currently operate at Level of Service A during the weekday a.m. and p.m. peak hours, and are expected to continue operating at LOS A through the 2025 Build and No Build scenarios. The added trips are expected to have minimal impact on traffic operations on the surrounding streets, and no improvements are needed to accommodate the additional traffic. Parking Analysis 31 surface parking stalls are proposed for this site. City Code requires a minimum of one parking stall per 400 square feet of building space, or 26 spaces for this project. This project site will have a shared access agreement for shared parking with the adjacent Minnesota Made Ice Center, which has 219 parking stalls. Stantec evaluated parking demand using national data from the Institute of Transportation Engineers (ITE) publication Parking Generation, 5th Edition. Based on this analysis, the peak parking demand for both facilities is 116 stalls. The existing and proposed number of parking stalls is sufficient to accommodate this demand and exceeds City requirements. Figure 1: Study Intersections Multi-Modal Facilities There are currently no pedestrian or bicycle facilities adjacent to 7300 Bush Lake Rd. The Pedestrian and Bicycle Master Plan (2018) recommends new shared-use paths on Dewey Hill Rd, Bush Lake Rd and W 74th St, and a new bike lane on Bush Lake Rd south of the site. None of these facilities are proposed for construction in the current 5-year Capital Improvement Plan. The project proposes to construct a new 8’ boulevard-style sidewalk along Bush Lake Rd. There are no transit stops immediately adjacent to the site. The Cahill District is served by Metro Transit Local Routes 6 and 540, which provide access to Bloomington, Richfield and Minneapolis. Both routes have stops located at the intersection of Dewey Hill Rd and Bush Lake Rd, less than a tenth of a mile away from the site. Compliance with Transportation Plans/Policies Table 1 details the ways in which the proposed redevelopment supports current City transportation plans and policies. Table 1: Compliance with Transportation Plans/Policies Comprehensive Plan (2018) Goal Assessment 1. Improve mobility for residents, visitors and businesses with a balanced system of transportation alternatives for transit users, pedestrians, bicyclists and motorists. The project provides facilities for pedestrians, bicyclists and motorists. 2. Implement a fully multi-modal transportation system that supports the land use vision and future land use plan for managing and shaping future growth. The project provides facilities for pedestrians, bicyclists and motorists. 3. Minimize the impacts of the transportation system on Edina’s environment and neighborhood quality of life and emphasize methods to reduce greenhouse gas emissions. Staff recommends installing electric vehicle (EV) charging stations for a minimum of 5% (2 stalls) of proposed parking in addition to wiring 10% (4 stalls) for EV conversion in the future. EV charging stations should be in convenient locations near primary building entrances. 6. Encourage and support attractive and reliable high- performance transit service and connections. The applicant should consider providing directional signage/information for local transit service or subsidizing transit passes for visitors and employees (see Travel Demand Management Policy below). 7. Develop and manage parking provisions to encourage joint and shared use of facilities, ride- sharing and bicycle parking. The traffic impact study notes that this site will have a shared access agreement for shared parking with Minnesota Made Ice Center. Two (2) surface bike parking stalls are required per Section 36-1274 of City Code. These parking stalls should be in convenient, well-lit locations within 50’ of a public entrance to a principal building. Rack style and spacing for surface and underground bike storage should follow the recommendations of the Association of Pedestrian and Bicycle Professionals (APBP). 9. Provide for efficient movement of goods within Edina, while minimizing the impacts of freight traffic on other trips and reducing negative impacts on land uses on freight corridors. Turning movements and travel routes for delivery vehicles should be reviewed by the applicant. Steps should be taken to minimize the impact of delivery vehicles on pedestrian and bicycle movement through the site (additional signage, designated delivery zones, etc.) 13. Provide and maintain adequate access to and from, and safety on, local and regional roadway adjacent to community redevelopment and other activity that potentially impacts the City of Edina. Proposed trees, vegetation, signage and other items adjacent to intersections should maintain a clear view zone as defined in Section 26-190 of City Code. Living Streets Plan (2015) Principle Assessment 2. Living Streets provide access and mobility for all transportation modes while enhancing safety and convenience for all users. The project provides accommodations for pedestrians, bicyclists and motorists. 4. The City will require new developments to provide interconnected street and sidewalk networks that connect to existing or planned streets or sidewalks on the perimeter of the development. The project includes a perimeter sidewalk that could connect to future facilities in the area, as well as internal sidewalk that connect to the Minnesota Made Ice Center. Travel Demand Management Policy (2021) Proposed Strategies (Tier 2 – min. 3 unique strategies identified) x Provide information on adjacent pedestrian, bicycle and transit facilities x Provide information on starting/joining commuter programs x Provide surface bike parking exceeding City requirements Suggested Additional Strategies x Subsidize Metro Transit passes for tenants and employees EdinaMN.gov7250-7300 Bush Lake RoadSite Plan Review Site Location 7250-7300 Bush Lake Road North Façade West Façade Zoning Site Future Land Use Site Site ConditionsStreet View Looking West Site Conditions Looking WestLooking North Site Conditions Looking EastLooking South Site Plan Exterior RenderingsEntry View from Southeast Exterior RenderingsEntry View from Northeast Exterior RenderingsStreet View from Southeast Exterior RenderingsStreet View from Northeast Exterior RenderingsStreet View from Northeast Exterior RenderingsStreet View from Northeast Code Compliance Table Pyramid of Discretion Staff Recommendation Recommend the City Council approve the Site Plan request based on the findings and conditions in the staff report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age 1 September 13, 2023 Planning Commission Cary Teague, Community Development Director Zoning Ordinance Amendment, to Section 36-640 of the City Code to allow public facilities in the PID Zoning District, Site Plan Review with Variances for 4401 76th Street West Information / Background: The City of Edina is proposing to tear down the existing 102,000 square foot building on the site to construct a new 36,000 square foot Fire Station. The building would provide operational space for the Edina Fire Department and Community Health Department. This facility would be located on the northern third of the site, with the remaining two-thirds of the site available for redevelopment that could include housing, retail, public buildings/uses and public space. (See attached narrative and plans.) This project would be a catalyst for implementing the Southdale Design Guidelines within this area. The large existing parking lot on the southern portion of the site would be seeded and the existing wetland on the southwest corner of the site would be restored. Future phases may include the potential subdivision of the site for development opportunities, including a greenway connection to the City’s Park system. As part of the sketch plan review, Trace Jacques of the BKV Group designed a couple of development scenarios for consideration. The scenarios were created based on the Southdale Design Experience Guidelines. (See attached sketch plans.) During the sketch plan review there was not a definitive plan scenario selected for how that southern portion of the lot would develop; therefore, staff is not recommending PUD rezoning at this time as previously discussed. The future of that land can be decided upon by the City Council at a later date. The proposed plans provide roadway and pedestrian access to the potential redevelopment area on both the east and west sides of the proposed building per the Southdale Design Experience Guidelines. The request requires the following: ¾ An Ordinance Amendment to Section 36-640 of the City Code to allow publicly owned and operated civic and cultural institutions, including but not limited to administrative offices, libraries, public safety buildings and places of assembly as a principal use. In the PID, Planned STAFF REPORT Page 2 Industrial District. Currently these types of uses are currently allowed by conditional use in the R-1, Single Dwelling Unit District. ¾ A Site Plan with the following Variances: 1. Sign Variances from Chapter 36 Section 36-1716 regarding signage in the PID zoning district to allow a front wall sign from 50 to 107 square feet in size; to allow additional side wall signage 48 and 36 square feet in size, and to allow the building name and the number “2” on each side wall. 2. Building Variances from Chapter 36 Section 36-644 regarding first floor building height from 20 feet to 11 feet and building transparency on the first level facing the public realm from 75% to 45%. The applicant has gone through the sketch plan process and have made the following changes to the plans in response: ¾ Enhanced landscaping along the east and west side drive aisles and west side of the building at the side entrance. ¾ Provided permeable brick pavers in the parking areas to assist with stormwater management. ¾ Access provided on the east and west side of the building for future development of the south portion of the site. ¾ Integrated 90-degree parking along the new west access road in lieu of having parking lot on the west side of the building which allows for a larger outdoor gathering area and greenspace adjacent to the community room. ¾ Added a water feature on west side of building near the outdoor gathering area. ¾ Removed 22 feet of building length east – west along 76th street. ¾ Relocated staff parking area and reduced overall size to south side of the building away from 76th street. SUPPORTING INFORMATION Surrounding Land Uses Northerly: Credit Union and offices; zoned POD and PID, Planned Office and Industrial Districts and guided OR, Office Residential. Easterly: LA Fitness; zoned PID, Planned Industrial District and guided OR, Office Residential. Southerly: Twin City Orthopedic; zoned PUD, Planned Unit Development and guided OR, Office Residential. Westerly: Office & light industrial buildings; zoned PID, Planned Industrial District and guided OR, Office Residential. Existing Site Features The subject property is 8.02 acres in size, contains an office building, large surface parking lot and wetland in the southwest corner. STAFF REPORT Page 3 Planning Guide Plan designation: OR, Office Residential. Zoning: PID, Planned Industrial District Ordinance Amendment The site selected for the City’s Fire Station #2 is zoned PID, Planned Industrial District. However, “Publicly owned and operated civic and cultural institutions, including but not limited to administrative offices, libraries, public safety buildings” are not allowed within the PID Zoning District. These types of uses are only allowed within the R-1, Single-Dwelling Unit District. When the City was considering property within the City of Edina to locate this new facility, in addition to the subject site, there was an R-1 site that was under consideration. However, locating a new Fire Station on that Zoning Code compliant site was not well received by the neighborhood. The subject property was selected. It is not uncommon for these types of uses to be located within Industrial Zoning Districts. Staff conducted a survey of cities to see how others regulated the use. The table below are the results. Note that the City of Edina and Richfield are the only cities that do not allow public facilities (fire stations) in an Industrial zoning district. City Allowed in R-1 or Equivalent Districts as a Permitted Use Allowed in Industrial Districts as a Permitted Use Edina Yes (CUP) No Minnetonka Yes (CUP) Yes Bloomington Yes Yes Hopkins Yes Yes Richfield Yes No St. Louis Park Yes Yes Lakeville Yes (CUP) Yes Eden Prairie No Yes A fire station is a more compatible use in an industrial zoning district than within an R-1 district in terms of noise generated from fire trucks leaving the station with sirens on. This is one of the reasons that this site was selected to locate a fire station. In adopting this change in the Zoning Ordinance, if the City Council decides to locate additional public uses on this site, such as an art center, community center, administrative building, or any other type of public use, they would then be considered a permitted use. STAFF REPORT Page 4 Site Plan Review Parking Based on the City Code requirement, Section 36-1311, 83 parking stalls are required (one space per employee on a major shift and one space per government owned vehicle and ten visitor spaces). The project will include 90 parking stalls. Stantec conducted a parking study to determine if the parking provided would be adequate. The study concludes that there would be adequate parking. The number of parking spaces needed to accommodate the facility is 76. (See attached parking study.) Site Circulation/Access/Traffic Primary access to the proposed development would be off 76th Street. Stantec conducted a traffic study. The study concludes that the existing roadways can be supported by the project. (See attached traffic study.) Landscaping Based on the perimeter of the site, 53 overstory trees would be required. The proposed plans demonstrate 86 overstory trees to be planted on the site. A full complement of understory shrubs and bushes are also proposed. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable subject to the comments and conditions outlined in the attached memo. Any approval of this project would be subject to review and approval of the Nine Mile Creek Watershed District, as they are the City’s review authority over the grading of the site. Building/Building Material The building materials would be a combination of architectural cast stone, architectural metal panels, and glass. The applicant will have a materials board for review at the Planning Commission meeting. (See attached building materials plan.) The proposed project will meet the City’s Sustainability Buildings Policy. Mechanical Equipment Any rooftop and/or ground level equipment would have to be screened if visible from adjacent property lines. A transformer is proposed to be located south of the building and would be screened with evergreens to meet the City’s screening requirements. Loading Dock/Trash Enclosures The trash area would be located on the south side of the building and is proposed to be screened by a masonry wall to match the building. STAFF REPORT Page 5 Building Height The height of the building would be 32 feet to the roof line and 64 feet to the top of the tower. The building height requirement for this site is 12 stories and 144 feet. Living Streets/Multi-Modal Consideration Sec. 36-1274. - Sidewalks, trails, and bicycle facilities. (a) In order to promote and provide safe and effective sidewalks and trails in the City and encourage the use of bicycles for recreation and transportation, the following improvements are required, as a condition of approval, on developments requiring the approval of a final development plan or the issuance of a conditional use permit pursuant to article V of this chapter: (1) It is the policy of the City to require the construction of sidewalks and trails wherever feasible so as to encourage pedestrian and bicycle connectivity throughout the City. Therefore, developments shall provide sidewalks and trails which adjoin the applicant's property: a. In locations shown on the City's sidewalk and trail plan; and b. In other locations where the council finds that the provision of such sidewalks and trails enhance public access to mass transit facilities or connections to other existing or planned sidewalks, trails or public facilities. (2) Developments shall provide sidewalks between building entrances and sidewalks or trails which exist or which will be constructed pursuant to this section. (3) Developments shall provide direct sidewalk and trail connections with adjoining properties where appropriate. (4) Developments must provide direct sidewalk and trail connections to transit stations or transit stops adjoining the property. (5) Design standards for sidewalks and trails shall be prescribed by the engineer. (6) Nonresidential developments having an off-street automobile parking requirement of 20 or more spaces must provide off-street bicycle parking spaces where bicycles may be parked and secured from theft by their owners. The minimum number of bicycle parking spaces required shall be five percent of the automobile parking space requirement. The design and placement of bicycle parking spaces and bicycle racks used to secure bicycles shall be subject to the approval of the city engineer. Whenever possible, bicycle parking spaces shall be located within 50 feet of a public entrance to the principal building. (b) The expense of the improvements set forth in subsection (a) of this section shall be borne by the applicant. The proposal includes sidewalks on all four sides of the buildings. Sidewalks on the east and west side of the building would be extended to the south to provide pedestrian access for the future development to the south. The plans are consistent with the vision document for the Greater Southdale Area by providing a 30-foot setback on 76th Street. Greater Southdale District Design Experience Guidelines - City Goals This project would be a catalyst for implementing the Southdale Design Guidelines within this area. The initial phase would be the construction of the Fire Station. The large existing parking lot south of the existing facility would be seeded, and the existing wetland on the southwest STAFF REPORT Page 6 corner of the site restored. Future phases may include the potential subdivision of the site for development opportunities, including a greenway connection to the City’s Park system. The development pattern is designed to address the Greater Southdale District Design Experience Guidelines, while at the same time designing the building with the needs of the Edina fire department. The following remain the highlights the proposal: The division of the property into smaller blocks (future division of the southern portion of the parcel to be determined.); and the provision of public pedestrian and vehicle access and connections through the site. Compliance Table PID, Planned Industrial District Proposed Front – 76th Street Side – West Side – East Rear 30 feet (Measured to the curb) 30 feet 30 feet 30 feet 30 feet 89 feet 91 feet 150+ feet Building Height 12 stories & 144 feet 2 story fire station 32-64 feet tall First floor height 20 feet 11 feet* Building Transparency 75% 43%* FAR .50 .10 Building Coverage .45 .07 Freestanding sign 20-foot setback (from curb) 36 square feet 8 feet tall 20-foot setback (sign will be moved to meet the requirement 32 square feet 6 feet tall Wall Sign (front) 50 square feet 107*(includes City logo) Wall Sign (non-street facing) Not allowed if non-street facing 48 square feet each side 36 s.f. “2” PRIMARY ISSUE/STAFF RECOMMENDATION Primary Issues x Are the proposed Variances for first floor height and transparency justified? Yes. Staff believes these variances are justified. Per Chapter 36 of the City Code, a variance should not be granted unless it is found that the enforcement of the Ordinance would cause practical difficulties in complying with the Zoning Ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal meets the variance standards, when applying the three conditions: Minnesota Statues and Edina Ordinances require that the following conditions must STAFF REPORT Page 7 be satisfied affirmatively. The Proposed Variance will: 1) Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variances. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. These variances are reasonable given the use of the proposed building as a public facility including a fire station, the public health division and community space. A 20-foot floor to floor height with 75% transparency on the street would not be appropriate for the office and living quarters of a fire station. These requirements also run contrary to the City’s sustainable buildings policy and are not energy efficient. The planning commission is proposing revisions to this portion of City Code for 2024 as part of their work plan. The apparatus bays and the community room will meet the 20-foot ceiling height requirement. 2) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? Yes. The circumstances are unique for this type of use, a fire station, community room public, and public health administrative offices. 3) Will the variance alter the essential character of the neighborhood? No. The existing buildings within this area have not been subject to these regulations, as the ordinance is only a couple years old. There are no buildings in this area with 20- foot first floor ceiling height, and most are not 75% transparent when facing the street. x Are the proposed Sign Variances justified? Yes. Staff believes these variances are justified. Per Chapter 36 of the City Code, a variance should not be granted unless it is found that the enforcement of the Ordinance would cause practical difficulties in complying with the Zoning Ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal meets the variance standards, when applying the three conditions: Minnesota Statues and Edina Ordinances require that the following conditions must be satisfied affirmatively. The Proposed Variance will: 1) Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variances. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. These variances are reasonable given the size of the front width of the building and the STAFF REPORT Page 8 proposed use as a public facility including a fire station, administrative offices and community space. The size of the proposed signage is in scale with the building given its large front. The front facing signage would make up just 1.6% of the front wall façade. By comparison, signage is allowed up 15% of a wall façade in the City’s commercial zoning districts. The goal of the signage is to make the building easily identifiable as a fire station and City facility. Issues have been raised in the past from the community that existing fire stations are not easily identifiable. The signage proposed along the side walls is also reasonable as the “Fire Station 2” signage would be code compliant in the future when public access or streets are provided in the future for future development of the property to the south. The large “2’s” on the side are important to indicate which City fire station the facility is, and it provides an important architectural feature to the building. 2) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? Yes. The circumstances are unique for this type of use, a fire station, community room public health offices. 3) Will the variance alter the essential character of the neighborhood? No. The proposed signage would not alter the essential character of the neighborhood; the signage is reasonably scaled given the size of the building. The city fire logo and “2’s” provides branding of the facility as an Edina public facility and are seen as important architectural features. STAFF RECOMMENDATION Zoning Ordinance Amendment Recommend the City Council adopt the Zoning Ordinance Amendment as drafted. Site Plan & Variances Recommend the City Council approve the Site Plan and the following Variance requests: Front wall signage from 50 to 107 square feet; Allowance of side wall signage on each side of the building to allow the 48 square foot Fire Station 2 sign and the number “2”; First floor height from 20 to 11 feet and the transparency from 75% to 43% for the new fire station #2 at 4401 76th Street West. Approval is based on the following findings: 1. These variances are reasonable given the use of the proposed building as a fire station and public facility, including the public health division and community space. A 20-foot floor to floor height with 75% transparency on the street would not be appropriate for the office and living quarters of a fire station. These requirements also run contrary to the City’s sustainable buildings policy and are not energy efficient. STAFF REPORT Page 9 2. The apparatus bays and the community room will meet the 20-foot ceiling height requirement. 3. The sign variances are reasonable given the proposed use, and size of the front width of the building along 76th Street. The size of the proposed signage is in scale with the building given the large front. The front facing signage would make up just 1.6% of the front wall façade. By comparison, signage is allowed up 15% of a wall façade in the City’s commercial zoning districts. 4. The proposed signage will make the building easily identifiable as a fire station and civic facility. Issues have been raised in the past from the community that existing fire stations are not easily identifiable. 5. The city fire logo and “2’s” provides branding of the facility as an Edina public facility and are seen as important architectural features. 6. The signage proposed along the side walls is also reasonable as the “Fire Station 2” signage would be code compliant in the future when public access or streets are provided in the future for future development of the property to the south. Approval is subject to the following Conditions: 1. The Plan must be consistent with the Plans dated September 1, 2023. 2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 3. Provision of code compliant bike racks for each use near the building entrances. 4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 5. Roof-top mechanical equipment and ground level equipment must be screened per Section 36-1459 of the City Code. 6. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 7. Hours of construction must be consistent with City Code. 8. Compliance with the engineering memo dated September 8, 2023. Staff Recommendation Staff recommends approval of the Ordinance Amendment, Site Plan and Variances subject to the findings and conditions above. Deadline for a city decision: December 5, 2023 EdinaMN.gov2Site EdinaMN.gov3Site 4/05/124SiteComprehensive Plan EdinaMN.gov5Site 2200 Zane Ave N | Minneapolis, MN 55422 www.archfieldoffice.com Cary: At your request, we reviewed the Sketch Plan submission for the proposed Edina Health & Safety Center based on our experience working with the Greater Southdale Work Group to craft a physical vision for how their guiding principles may translate to the built environment. The resulting vision for development in the district is to create an enhanced human experience along existing major and new connector streets, with overall experience shaped via landscape setbacks, building step backs, a hierarchy of street typologies, transparency at street level, minimizing the impact of the car, and managing storm water as an amenity. The outcome of our collaborations with the Work Group is described in the urban design chapter of the Greater Southdale District Plan and resulted in the Greater Southdale District Design Experience Guidelines. The project proposed aligns in several areas with the Design Experience Guidelines, demonstrating positive attributes as it relates the creation of an active public realm, and general consideration for the neighborhood. We note the following: 1. Appropriate representation of Design Experience Guideline Typologies. 2. Staff parking needs to be accommodated as below-grade parking in adjacent future development. 3. Existing wetland is incorporated into the new East/West Promenade. 4. The East/West Promenade as shown in Option B seems more in keeping with the concept of the existing North/South Promenade without vehicular traffic. 5. Although West 76th is an existing street it should be represented in the drawings as it relates to the major East/West Street Typology. To City of Edina Cary Teague, Community Development Director 4801 W. 50th Street Edina, MN 55424 From Mic Johnson, FAIA Date February 15, 2023 We also would like to point out a few additional Opportunities for consideration: 1. North/South Neighborhood Street The new North/South neighborhood street with adjacent parking on the west side of the street is approximately 130-140 feet wide from building wall to building wall. This creates a wide corridor of vehicular traffic that has limited incentives for neighborhood integration. When we were discussing alternate neighborhood streets with the Work Group, we imagined a variety of different kinds of streets that would increase both differing neighborhood identity and different levels of service that the neighborhood and the Greater Southdale district would need. As is mentioned in the Street Typology for local streets, (excerpted on the following page) different uses are imagined. One alternative discussed in the Work Group were shopping streets where the street would take on the character of a typical small town Main Street with 90-degree or diagonal parking on both sides of the street and two lanes of traffic, one in each direction. The Main Street style parking could serve not only the Health Center but also be a catalyst for other neighborhoood services to be developed as the new buildings are constructed over time. In a sense, this move would be part of building a center to this evolving south district neighborhood. 2. East/West Promenade A consideration for the East/West Promenade is to encourage pedestrian access to Fred Richards, and to link the district together through a series of waterways and open and flexible activity spaces.The consideration for shadow should be a major concern considering the adverse conditions pedestrians can experience in a Winter City. We would encourage that pedestrian walkways be located on the north side of the Promenade to increase the amount of sunlight reaching walkway surfaces, especially during winter months. 3. A Broader Neighborhood Vision The intent of the 200-foot block is not only to encourage a more pedestrian scaled environment but to also discourage long corridors in future buildings and encourage a variety of housing types. This stage of site development is an ideal opportunity to demonstrate a variety of ways in the which people might experience living in the district. There is a need for family-centered apartments, condominiums and town/row houses—not just large apartment blocks. Creating a vision about how the neighborhood could develop beyond the Fire Station and Community Health Center is an important a part of the overall task for each developer. Thank you for the opportunity to review. Please let me know if you have any questions. Mic City of Edina • 7450 Metro Boulevard • Edina, MN 55439 Engineering Department Phone 952-826-0371 • Fax 952-826-0392 • www.EdinaMN.gov Date: September 8, 2023 To: Cary Teague, Community Development Director From: Grace Hancock, Sustainability Manager Subject: Sustainable Building Policy Compliance – Fire Station 2 Replacement Project The proposed fire station 2 project meets or exceeds the City’s Sustainable Building policy requirements in the following ways: x Pursuing MN B3 certification, factoring into the design 58 different applicable guidelines ranging from energy to indoor environmental quality considerations. The applicability and feasibility of 15 additional and optional guidelines is being explored for possible incorporation into the design. Fire Station 2 will meet SB20301, the first fire station in Minnesota to accomplish this. Notably, the design includes: o Majority native plantings which limit irrigation needs. o A snowmelt system for chloride reduction. o Permeable pavement for increased onsite stormwater infiltration, in addition to underground tanks for capture. o Onsite geothermal system for heating and cooling. o Onsite roof-mounted solar array. o Selection of low emitting interior materials to minimize occupant exposure to VOCs. o Acoustic separation when considering interior building layout, along with sound masking in open office areas balanced with fire station operation needs. o Dedicated interior and outdoor fitness area with showers and locker room. x Energy Efficiency Overlay: The modelled annual energy use for the proposed design is less than half of the code baseline annual energy use, not including renewables. The proposed design is under the SB2030 Standard when renewables are included. x Electrical Vehicle Overlay: Various Level 2 EV chargers and future EV ready spots are proposed in employee-only and public parking areas. x Bird Safe Glazing Overlay: Material selection for the proposed building was informed and refined to achieve a whole building threat factor less than the maximum compliant value allowed. x Greenhouse Gas Overlay: The building life cycle analysis is being finalized in the near term and will be provided at the next required submittal stage. 1. The SB2030 Standard for this project is based on the energy use of a similar building type, use and square footage in existence in 2003 with an 80% reduction in energy use and CO2 emissions. Sustainable Building Policy Page 1 of 9 Edina &ŝƌĞ^ƚĂƚŝŽŶϮ Pre-design Submittal Completion of this phase is required prior to Council approval of project. Date completed by project team: Requirements Reviewed by Predesign Submit a sketch plan as part of a potential application for Planning Commission review and comment City staff - planning Predesign Read the Sustainable Building Policy. n/a Predesign Identify a policy compliance lead for the development team: ƒName: Susan Morgan ƒEmail: smorgan@bkvgroup.com ƒPhone: 612.248.2278 City staff - sustainability Predesign Participate in an introductory meeting coordinated by City’s Sustainability Manager to review policy requirements. At a minimum, project team attendees shall include owner, policy compliance lead, architect, & general contractor (if known). City staff - sustainability Predesign Indicate the project’s intended Sustainable Building Rating System: Ƒ LEED BD+C (Certification at Silver, Gold, or Platinum) 9 State of Minnesota B3 Guidelines (Compliant) Ƒ Enterprise Green Communities (Certified) Ƒ GBCI’s Parksmart (Certification at Silver or Gold) Ƒ Alternative approved by the Sustainability Division City staff - sustainability Predesign Submit the completed pre-design response in the Greenhouse Gas Emissions Worksheet. Technical Advisor Predesign Submit the completed pre-design response in the Electric Vehicle Charging Worksheet. Technical Advisor Predesign Submit the completed pre-design response in the Energy Efficiency Standard Worksheet. Technical Advisor Predesign Submit the completed pre-design response in the Bird-safe Glazing Worksheet. Technical Advisor Predesign Submit a site plan/PUD application/HRA review City staff - planning 30% Progress Submittal Date completed by project team: Requirements Reviewed by Predesign Register project with Sustainable Building Rating System and submit proof of registration (i.e., Screenshot or email confirmation) City staff - sustainability Predesign Submit a checklist of the planned credits to be achieved in the selected Sustainable Building Rating System. City staff - sustainability See below Submit a Case Study Worksheet including major strategies being designed to achieve elected certification path. City staff - sustainability See below Submit the completed 30% progress response in the Electric Vehicle Charging Worksheet. Technical Advisor See below Submit the completed 30% progress response in the Energy Efficiency Standard Worksheet Technical Advisor Predesign For residential projects with 1-4 units: submit documentation of a project partner registered with the US DOE Zero Energy Ready Homes OR For affordable housing projects (projects including at least one affordable unit, defined as serving residents at or below 60 % AMI for rental buildings and at or below 80% AMI for for- sale buildings) with Green Communities as their SBRS: achieve at least 15 points in Green Communities 5.2b OR a combination of 5.2a and 5.3b to comply. OR For all other commercial and residential projects: contact CSBR to register for SB2030 and provide proof of payment (details TBD by CSBR) City staff - sustainability See below Submit the completed 30% draft documentation as outlined in the Bird-safe Glazing Worksheet and indicate path below: Ƒ All projects: comply with selected “B3 Guideline S.9: Bird-Safe Building” requirements as outlined in Bird- safe Glazing Worksheet Ƒ Optional alternate path: projects pursuing LEED may achieve the bird collision deterrence point Technical Advisor 60% Progress Submittal Date completed by project team: Requirements Reviewed by See attached Submit an updated checklist of the planned credits to be achieved in the selected Sustainable Building Rating System. City staff - sustainability See below Submit an updated Case Study Worksheet including major strategies being designed to achieve elected certification path. City staff - sustainability In progress TBD at 90% Submit the completed 60% progress response in the Greenhouse Gas Emissions Worksheet. Technical Advisor See below Submit the completed 60% progress response in the Electric Vehicle Charging Worksheet. Technical Advisor See below Submit the completed 60% progress response in the Energy Efficiency Standard Worksheet Technical Advisor See below Submit the completed 60% draft documentation as outlined in the Bird-safe Glazing Worksheet. Technical Advisor Case Study Worksheet At each review, complete the worksheet and submit along with the Sustainable Building Policy checklist. All phases Question Answer Project Name Edina )LUH6WDWLRQ Project Address 4401 W 76th St Edina, MN 55435 Project Site Area (GSF) 349,112.19 GSF Project Building Area (GSF) 25,377 GSF Building Use Type Fire Station and Community Health Offices (A-3 / B / S-2) Project Owner City of Edina Design Team BKV Group, Stantec, True North Consulting Group, Willdan Construction Team Kraus Anderson Construction Completion Date Certification Anticipated MN B3 Key Challenges Balancing the operational requirements of a Fire Department, from 24/7 operations to water-intense usage driven by industry best practices for equipment, preparation, and firefighter health and wellness, with defined goals for building performance and mindful usage of resources. Key Achievements and Strategies A. Passive design strategies including building layout, fixed exterior overhangs and panels for self-shading, enhanced building envelope assemblies, and strategic use of glazing for daylighting and passive solar. B. Design for human health: integration of cancer-reduction strategies in building planning and spatial zoning, design of firefighter quarters that promote camaraderie and connection, reduce stress, and provide respite following challenging calls – aspects incorporated into the floor plan, use of daylight, material selection, and detailing to support acoustic separation and isolation where beneficial. C. Building performance optimization: utilization of energy modeling to support discernment of building mechanical systems in service of low energy utilization, return on investment, and efficient and effective operations. Variances Required The project intends to propose a variance for the “Lights Out Energy Savings” procedure based on 24/7 facility use and occupancy. Greenhouse Gas (GHG) Worksheet At each phase, complete the worksheet and submit along with the Sustainable Building Policy checklist. The intention of this is tracking of greenhouse gas emission predictions to encourage project teams to consider emissions reductions through an analysis of the embodied carbon of the materials used in construction. This requires conducting a whole building life cycle analysis (LCA) and reporting the results. There are two accepted methodologies for doing this calculation (LEED v4.1 Building Life-Cycle Impact Reduction, Option 2 - Path 1 and B3 Guidelines v3.2 M.1A, Part 2 - Whole- Building LCA Model). Pre-design Submittal Question Answer What methodology is being referenced (LEED or B3)? MN B3 What whole building life cycle analysis tool is being used? Tally All other phases (provide LCA report) – optional at 30%, draft at 60%, final at 90% 60% PROGRESS SUBMITTAL NOTE: Worksheet items pertaining to LCA are currently in progress by LCA modeler. LCA results estimated by 09/13. Question Optional: Reference Building (B3) or Baseline Building (LEED) Required: Design Building Total Global Warming Potential (GWP) (kg CO2e) TBD Total Global Warming Potential per Square foot (kg CO2e /sf) (typical range for B3 projects is 13-40) TBD At minimum, the LCA report should include breakdowns as required by the compliance path. Indicate which of the following breakdowns are included in the report. GWP by assembly type (if following B3 protocol) Y / N Y / N GWP by lifecycle stage (if following LEED protocol) Y / N Y / N At closeout, submit updated worksheet and LCA report if changed from the 90% submittal. Electric Vehicle Parking Worksheet At each phase, complete the worksheet and submit along with the Sustainable Building Policy checklist. For multi-family, consider HOURCAR pilot to help meet requirement. Pre-design Submittal Question Answer Is on-site parking planned for this project? Yes All other phases (provide site plan) Question Answer Is on-site parking planned for this project? Yes Number of on-site parking spots 87 Number of wheelchair accessible parking spots 4 Number of EV chargers, Level 2 or higher 6 Number of parking spots served by Level 2 or higher EV chargers (minimum 5%) 6 Number of “EV ready” parking spots with conduit for Level 2 or higher charging (installed and “ready” parking must total at least 15%) 12 Number of accessible “EV ready” parking spots (information only, no current requirement) 2 At closeout, submit documentation showing the purchase of EV chargers. )(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&NO PARKING NO PARKINGNO PARKING EV-L2EV-L2EV-L2EV-L2EV-L2EV-L29 11 7 7 61011 5 54 4 4CBCBCBCB CBCBCBCBCBCBDDSCBCBD-------------87,/,7<;)50(/(&5220+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:*&& 076&7&$%,1(7*(1+3;:(9&6/3(9&6/3(9&6/3(9&6 )8785( (9&6 )8785( (9&6 )8785( (9&6 '& +3(9&6 )8785( (9&6 )8785( (9&6/3(9&6 )8785( (9&6/3(9&6/3+3;/+3;/+3;/&2005220ArchitectureInterior DesignLandscape ArchitectureEngineering758(1257+3/$11257+ 1orth 6econd 6treetLong .ees %ldg 6uite 1010inneapolis 01 011.339.3ZZZ.bkYgroup.com‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176127)25&216758&7,21&(57,),&$7,21%,0(GLQD&RPPXQLW\+HDOWKDQG6DIHW\&HQWHU(GLQD&RPPXQLW\+ 6B0(3BUYW307/&6.(6,7(3/$1(',1$&20081,7<+($/7+ 6$)(7<&(17(5(/(&75,&$/6,7(3/$1*(1(5$/127(6$ 3529,'($//&225',1$7,21$1'6&+('8/,1*)251(:(/(&75,&$/3$'028176(59,&(,167$//$7,219(5,)<(;$&7/2&$7,21$1'5287,1*2)6(59,&((175$1&(&21'8,76:,7+(1*,1((5$1'*(1(5$/&2175$&72535,2572,167$//$7,21% 3529,'($//&225',1$7,21$1'6&+('8/,1*:,7+7(/(3+21('$7$7(/(9,6,216(59,&(3529,'(56)256(59,&(,167$//$7,219(5,)<(;$&7/2&$7,21$1'5287,1*2)(175$1&(&21'8,76:,7+(1*,1((5$1'*(1(5$/&2175$&72535,2572,167$//$7,21& 3529,'(/2&.$%/((1&/2685()25$//(48,30(17&217$,1,1*',6&211(&7,1*'(9,&(6:,7+,15($&+2)7(1$176' 3529,'(:($7+(53522)*)&,5(&(37$&/(621(;7(5,25:$//6$'-$&(1772(;7(5,25'2256$7$)*3529,'(+($9<'87< ,186( &29(563(51(&( 3529,'($6752120,&$/7,0(6:,7&+:,7+3+272&(//,1387723529,'($8720$7,&&21752/21(;7(5,25/,*+7,1*(48$/72:$7767233(5',*,7$//,*+7,1*0$0$*(0(17/0&3(  (/(&75,&$/6,7(3/$1%$,668( '$7( '(6&5,37,21 '(6,*1'(9(/230(17 Energy Efficiency Worksheet At each phase, complete the worksheet and submit along with the Sustainable Building Policy checklist. Pre-design Submittal Question Answer What is the intended pathway for the project? (DOE Zero Energy Ready Homes or SB2030) SB2030 All other phases – DOE ZERH pathway only Question Answer (draft at 60%, final at 90%) HERS Target Score N/A (using SB2030 pathway) HERS Index Score N/A (using SB2030 pathway) All other phases – SB2030 pathway only Provide the SB2030 Standard at 30% review, a draft of Design values at 60%, final submittal at 90%) Question Energy Carbon Emissions Design Consumption, not including renewables 37.9 kBtu/yr 136.2 tons/yr On-site renewables 12.8 kBtu/yr TBD Design Net Consumption = Consumption – on-site renewables 25.1 kBtu/yr 136.2 tons/yr Design Net Consumption per Square Foot 1,336.37 kBtu/sf/yr 246.28 tons /sf/yr SB2030 Standard 28.2 kBtu/sf/yr 147 tons/yr Off-site renewables or RECs kBtu/yr lbs CO2/yr Off-site renewables or RECs per Square Foot kBtu/sf/yr lbs CO2/sf/yr Off-site renewables or RECs should be greater or equal to the difference between the Design Net Consumption and the SB2030 Standard. Optional – all paths Proposed design energy use and cost should be easy to obtain from LEED, SB2030 or other energy model. Many energy models will also show similar values for a code level building and a breakdown of electric and gas. Question Answer What code baseline is being used? ASHRAE 90.1-2016 Measure Code Baseline Proposed Design Annual energy use (kBtu/ft2/yr) 80 kBtu/ft2/yr 37.9 kBtu/ft2/yr (not including renewables) Electric energy use (kWh) Gas energy use (therms) Annual energy cost ($) $77,959 $30,127 Electric energy cost ($) Gas energy cost ($) Please submit documentation with similar details if additional energy sources are expected, such as district energy. Bird Safe Glazing Worksheet At each phase, complete the worksheet and submit along with the Sustainable Building Policy checklist. Pre-design Submittal Question Answer What is the expected compliance path? x All projects: comply with selected B3 Guideline S.9: Bird-Safe Building requirements as outlined below x Optional alternate path: Projects pursuing LEED may achieve the bird collision deterrence point B3 Guideline S.9 What is the ecological context of the project? (habitat on property/in area, wildlife presence, attractants including water and feeding/nesting) Habitat in area. Wetland on site. One endangered species What is the history of bird-window problems in area or building (if a renovation)? N/A Design review (draft at 30% and 60%, final at 90%) If following LEED, submit documentation of the LEED credit submittal. If following B3, submit the following documentation: • B3 Bird Safe Calculator Worksheet based on building design to determine nearness to compliance • Memo cataloging threats and quantifying cost of mitigation using B3’s Bird-Safe Case Study Narrative Report Template • Lighting design and control sequence documentation to comply with MN B3 Part S.5.E, Lights Out Management Procedure Closeout – B3 path only • Register your building with MN Audubon’s free Lights Out Program 12 Month Review – B3 path only • Report bird strikes using B3 Bird Monitoring Worksheet See the B3 Guidelines and the Bird Friendly Design Guide for strategy details. © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 1 Bird Safe Building Narrative Report Based on B3 Guidelines—Version 3.2r01 Center for Sustainable Building Research College of Design · University of Minnesota All rights reserved. © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 2 © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 3 1 Project Information Name of Project: Building Type(s): Street Address: City: State, Zip: Size of Building: Size of Property: Year Constructed /Renovated: Edina &ŝƌĞ ^ƚĂƚŝŽŶ Ϯ Fire Station and Community Health Offices (A-3 / B / S-2) 4401 W 76th St Edina MN, 55435 33,543 GSF, two (2) stories 8.02 acres TBC Description of Property and Adjacent Area: Suburban Ecological Context: Wetland on site. Habitat in area; one endangered species. © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 4 2 Project Narrative Site/Project’s Relationship to Birds/Bird Conservation The site is not found to be located within 1 mile of any rare, threatened, or endangered birds. The site is located within 10 miles of the following other bird network connections: - Major bird migratory flyways, nesting habitat, or stopover feeding areas. - A Wildlife Management Area - A National Wildlife Refuge or National Wetland Management District History of Bird-Window Problems in Area or Building (If a Renovation) N/A Building Design Process, Strategies Implemented, Tools Used, Consultants, if Applicable The overall building design was informed by programmatic requirements, with window placement informed by the interior program and B3 requirements including occupant views, daylighting, and connections to the environment. Area take-offs of the building enclosure per material type were then analyzed and imported into the B3 S-5a Bird Safe Calculator. This calculator was used as the primary tool for informing any traps or high-risk surfaces in this design, and determining the overall threat factor. Using the tool, refinements were made to the design to ensure appropriate material types were applied on each façade condition. Describe Materials Used, Decisions Process, Manufacturer / Product Number The decision for material selection was further informed by the material options in the B3 S-5a Bird Safe Calculator in order to maintain a low bird threat factor and avoid any traps and high- risk surfaces. Opaque materials, with a threat factor of 0, include stone masonry, cast stone, concrete masonry units, and metal panels. At transparent and translucent locations, glazing was analyzed by threat factor and continually refined to ensure compliance with the whole building threat factor allowed. Our glazing manufacturer will be Viracon, with specific selections currently being made based on frit. Whole Building Threat Factor Achieved The Whole Building Threat Factor (WBTF) achieved meets the maximum compliant value. As a “critical site”, a WBTF of 15 is required. The current WBTF for the building equals 14.04. Estimated Additional Cost of Implementation of S-5.A-E None anticipated. Survey Activity Performed No surveys have been performed. Survey activity is not required during design. Survey activity will be required and recorded for one year after occupancy. Per B3 guideline S5F, “for one year after construction/occupancy, the perimeter of the building(s) should be walked and all accessible setbacks and roof areas observed at least twice per week.” © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 5 Findings From Surveys No surveys have been conducted and there is currently no survey findings. Per B3 guideline S5F, “Activity and findings should be surveyed and documented as listed in Appendix S-5f Bird- Safe Monitoring Worksheets.” Special Efforts - Any Enhanced Monitoring or Related Work Regarding Birds/Buildings No special efforts or enhanced monitoring anticipated as it relates to birds and buildings. Direct Benefits/ Side Benefits/ Public Relations Benefits Project is incorporating best practices for bird safety. Providing a balance between bird safety and occupant health and wellness. Project landscaping is designed to increase overall site biodiversity. Lights Out Energy Savings if Calculated (Connected Watts, Normal Hours of Operation from Midnight to Dawn Compared to Watts Used During Reduced Hours The project intends to propose a variance for the lights out procedure based on facility use and occupancy. The facility will be operational 24/7, including living quarters for firefighters on duty. MN B3 Guidelines v3.2.1 = Not Applicable = Planned = Planned + Achieved Category # PD D FD CO Performance Management Performance Management Information P.0 Performance Management Strategies Used P0A Building Occupancy P0B Project Budget P0C Building information P0D Schedule P0E Project Image P0F Design and Construction Process P.1 Develop Owner's Project Requirements Document P1A Develop a Commissioning Plan P1B Develop a Basis of Design Document P1C Develop a Safety Risk Assessment of Indoor Air Quality Issues P1D Develop Indoor Air Quality Procedures According to a Construction Activity Air Quality Management Plan and Year One Air Quality Management Plan P1E Assemble Appropriate Stakeholder Team P1F Optional Hold Planning and Review Workshops P1G Operations Process P.2 Develop and implement an SB 2030 Energy Efficiency Operations Manual P2A Conduct at least one Post Occupancy Evaluation P2B Reserve 0.25% of Construction Cost for Meeting SB 2030 Energy Standard During Operations P2C Optional Site and Water Site and Water Strategies S.0 Site and Water Strategies Used S0A Property / Site Data S0B Site and Water Connections S.1 Plant Network Connections S1A Animal Network Connections S1B Human Network Connections S1C Coordination with planning agencies S1D Incorporation of historic context S1E Guideline Phase Submission Site Water Quality and Efficiency S.2 Stormwater quantity and watershed connections S2A Stormwater Quality S2B No potable water use for irrigation S2C Building Water Efficiency S2D Improved irrigation consumption reduction S2E Improved indoor water consumption reduction S2F Soil S.3 Soil Description S3A Greenfield sites S3B Minimizing Soil Disturbance S3C Soil Management and Erosion Control Plans S3D Bulk Density Limits S3E Wetland Buffer S3F No Topsoil Exported from Site S3G Organic Content in Planting and Seeding Areas S3H Urban Soils Management S3I Atypical Soils S3J Udorthents or udipsamments S3K CEC S3L pH Factor within range S3M Vegetation S.4 Avoidance of Critical Sites S4A Adequate Tree Conditions S4B Vegetation Selection S4C Pollinator Friendly Vegetation S4D Biomass Target S4E Site Albedo Minimum S4F Plant Species Diversity S4G Native Plant Community Protection S4H Site Albedo Minimum - Improved Performance S4I Animal Habitat Support S.5 Whole Building Threat Factor S5A Non-Enclosure Threat Factor S5B High Risk Surfaces S5C Traps Threat Factor S5D Follow "Lights-Out" management program S5E First year building monitoring S5F Protection of rare, threatened and endangered species S5G Provisions for animal habitat S5H Aggregate illumination level S5I Enhanced Whole Building Threat Factor S5J Enhanced bird safe building monitoring S5K Bird Safe Building Narrative S5L Bird Safe Lighting Design S5M Limited use of pesticides. S5N Energy and Atmosphere Energy and Atmosphere Strategies E.0 Energy and Atmosphere Strategies Used E0A Energy Use E.1 Meet SB 2030 Energy Standards E1A Document predicted energy use by type E1B Submetering and end-load disaggregation E1C Advanced Submetering E1D Optional Optional Real-time energy metering E1E Optional Optional Renewable Energy E.2 Evaluate 2% of overall energy demand with on site solar or wind, install if cost effective.E2A Solar-Ready E2B Achieve 2025 SB 2030 Standard E2C Optional Achieve net zero energy with additional renewable energy E2D Optional Achieve net zero energy with onsite renewable energy E2E Optional Provide resilient power infrastructure capacity E2F Optional Efficient Equipment and Appliances E.3 Select Energy Star equipment and appliances E3A Process load equipment efficiency E3B Select Energy Star equipment and appliances E3C Efficient in-building transport E3D Atmospheric Protection E.4 SNAP acceptable designated refrigerants. E4A Reduce refrigerant leakage E4B SNAP acceptable at future listing dates for designated refrigerants.E4C GreenChill Certification E4D EV-Ready E.5 ESVE Infrastructure E5A ESVE Infrastructure: All parking E5B ESVE Installed: 10% of all spaces E5C ESVE Supplied from renewable energy E5D Indoor Environmental Quality Indoor Environmental Quality Strategies I.0 Indoor Environmental Quality Strategies Used I0A Low-Emitting Materials I.1 Low Emitting Interior Materials I1A Low Emitting Wet-Applied Materials I1B Low Emitting Composite Wood Products I1C Low Emitting Furniture and Furnishing items I1D Air-Quality Testing I1E Moisture and Water Control I.2 Bulk Water Management I2A Moisture Safe Design I2B Moisture Safe Construction I2C Ventilation I.3 Ventilation Baseline I3A Monitor Outdoor Airflow Rates I3B Indoor Air Recirculation for Air Classes 1-4 I3C Minimum filtration requirements I3D Permanent entryway walk-off systems I3E Outdoor air intake minimum separation distances I3F Radon Control I3G Demand controlled ventilation system I3H Green Cleaning Protocol I3I Thermal Comfort I.4 Passive thermal comfort I4A Active Thermal Comfort I4B Light and Daylighting I.5 Lighting levels I5A Lamp Specifications I5B Daylighting Levels I5C Achieve a CRI of at least 90. I5D Light Direction and Glare I5E Interior Surface Reflection I5F Effective Acoustics I.6 Educational Facilities Acoustics I6A Exterior Source Noise Control I6B Internal Source Noise Control I6C Adequate acoustic conditions of gathering spaces I6D Implementation of sound masking I6E Educational facility acoustic testing I6F Articulation index I6G View Space and Window Access I.7 Focal relief I7A Connection to the environment - 75% of all regularly occupied spaces I7B Connection to the environment - 100% of all regularly occupied spaces I7C Optional Operable windows I7D Optional Ergonomics and Physical Activity I.8 Standing height desks I8A Adjustable workstation seating I8B Secure non-motorized vehicle storage I8C Promotion of stair use I8D Optional Showers, changing facilities, and lockers I8E Optional Outdoor recreation area/open space I8F Optional Connection to the neighborhood I8G Optional Signage and education I8H Wayfinding and Universal Access I.9 Exterior wayfinding I9A Interior wayfinding I9B Universal Design Principles I9C Dedicated, reservable, lockable room for lactation or other quiet use.I9D Materials and Waste Materials and Waste Strategies M.0 Materials and Waste Strategies Used M0A Life Cycle Assessment M.1 Whole Building Life Cycle Assessment M1A Product Life Cycle Assessment M1B Environmentally Preferred Materials M.2 55% environmentally preferred materials M2A 75% environmentally preferred materials M2B Optional Waste Reduction and Management M.3 Material Conservation and Waste Management Plans M3A Construction Waste Reduction M3B Additional Construction Waste Reduction M3C Health M.4 Materials free of likely hazardous materials M4A Mercury limits in compact fluorescent lamps M4B Eliminate Benchmark-1 Chemicals M4C Materials free of GreenScreen Benchmark-2 chemicals.M4D Edina Community Health and Safety Building Sustainable Building Policy Page 1 of 8 30% Progress Submittal Date completed by project team: Requirements Reviewed by Predesign Register project with Sustainable Building Rating System and submit proof of registration (i.e., Screenshot or email confirmation) City staff - sustainability Predesign Submit a checklist of the planned credits to be achieved in the selected Sustainable Building Rating System. City staff - sustainability See below Submit a Case Study Worksheet including major strategies being designed to achieve elected certification path. City staff - sustainability See below Submit the completed 30% progress response in the Electric Vehicle Charging Worksheet. Technical Advisor See below Submit the completed 30% progress response in the Energy Efficiency Standard Worksheet Technical Advisor Predesign For residential projects with 1-4 units: submit documentation of a project partner registered with the US DOE Zero Energy Ready Homes OR For affordable housing projects (projects including at least one affordable unit, defined as serving residents at or below 60 % AMI for rental buildings and at or below 80% AMI for for- sale buildings) with Green Communities as their SBRS: achieve at least 15 points in Green Communities 5.2b OR a combination of 5.2a and 5.3b to comply. OR For all other commercial and residential projects: contact CSBR to register for SB2030 and provide proof of payment (details TBD by CSBR) City staff - sustainability See below Submit the completed 30% draft documentation as outlined in the Bird-safe Glazing Worksheet and indicate path below: Ƒ All projects: comply with selected “B3 Guideline S.9: Bird-Safe Building” requirements as outlined in Bird- safe Glazing Worksheet Ƒ Optional alternate path: projects pursuing LEED may achieve the bird collision deterrence point Technical Advisor 60% Progress Submittal Date completed by project team: Requirements Reviewed by See attached Submit an updated checklist of the planned credits to be achieved in the selected Sustainable Building Rating System. City staff - sustainability See below Submit an updated Case Study Worksheet including major strategies being designed to achieve elected certification path. City staff - sustainability In progress TBD at 90% Submit the completed 60% progress response in the Greenhouse Gas Emissions Worksheet. Technical Advisor See below Submit the completed 60% progress response in the Electric Vehicle Charging Worksheet. Technical Advisor See below Submit the completed 60% progress response in the Energy Efficiency Standard Worksheet Technical Advisor See below Submit the completed 60% draft documentation as outlined in the Bird-safe Glazing Worksheet. Technical Advisor Case Study Worksheet At each review, complete the worksheet and submit along with the Sustainable Building Policy checklist. All phases Question Answer Project Name Edina Community Health and Safety Center Project Address 4401 W 76th St Edina, MN 55435 Project Site Area (GSF) 349,112.19 GSF Project Building Area (GSF) 25,377 GSF Building Use Type Fire Station and Community Health Offices (A-3 / B / S-2) Project Owner City of Edina Design Team BKV Group, Stantec, True North Consulting Group, Willdan Construction Team Kraus Anderson Construction Completion Date Certification Anticipated MN B3 Key Challenges Balancing the operational requirements of a Fire Department, from 24/7 operations to water-intense usage driven by industry best practices for equipment, preparation, and firefighter health and wellness, with defined goals for building performance and mindful usage of resources. Key Achievements and Strategies A. Passive design strategies including building layout, fixed exterior overhangs and panels for self-shading, enhanced building envelope assemblies, and strategic use of glazing for daylighting and passive solar. B. Design for human health: integration of cancer-reduction strategies in building planning and spatial zoning, design of firefighter quarters that promote camaraderie and connection, reduce stress, and provide respite following challenging calls – aspects incorporated into the floor plan, use of daylight, material selection, and detailing to support acoustic separation and isolation where beneficial. C. Building performance optimization: utilization of energy modeling to support discernment of building mechanical systems in service of low energy utilization, return on investment, and efficient and effective operations. Variances Required None being tracked at present. Greenhouse Gas (GHG) Worksheet At each phase, complete the worksheet and submit along with the Sustainable Building Policy checklist. The intention of this is tracking of greenhouse gas emission predictions to encourage project teams to consider emissions reductions through an analysis of the embodied carbon of the materials used in construction. This requires conducting a whole building life cycle analysis (LCA) and reporting the results. There are two accepted methodologies for doing this calculation (LEED v4.1 Building Life-Cycle Impact Reduction, Option 2 - Path 1 and B3 Guidelines v3.2 M.1A, Part 2 - Whole- Building LCA Model). Pre-design Submittal Question Answer What methodology is being referenced (LEED or B3)? MN B3 What whole building life cycle analysis tool is being used? Tally All other phases (provide LCA report) – optional at 30%, draft at 60%, final at 90% 60% PROGRESS SUBMITTAL NOTE: Worksheet items pertaining to LCA are currently in progress by LCA modeler. LCA results estimated by 09/13. Question Optional: Reference Building (B3) or Baseline Building (LEED) Required: Design Building Total Global Warming Potential (GWP) (kg CO2e) TBD Total Global Warming Potential per Square foot (kg CO2e /sf) (typical range for B3 projects is 13-40) TBD At minimum, the LCA report should include breakdowns as required by the compliance path. Indicate which of the following breakdowns are included in the report. GWP by assembly type (if following B3 protocol) Y / N Y / N GWP by lifecycle stage (if following LEED protocol) Y / N Y / N At closeout, submit updated worksheet and LCA report if changed from the 90% submittal. Electric Vehicle Parking Worksheet At each phase, complete the worksheet and submit along with the Sustainable Building Policy checklist. For multi-family, consider HOURCAR pilot to help meet requirement. Pre-design Submittal Question Answer Is on-site parking planned for this project? Yes All other phases (provide site plan) Question Answer Is on-site parking planned for this project? Yes Number of on-site parking spots 87 Number of wheelchair accessible parking spots 4 Number of EV chargers, Level 2 or higher 6 Number of parking spots served by Level 2 or higher EV chargers (minimum 5%) 6 Number of “EV ready” parking spots with conduit for Level 2 or higher charging (installed and “ready” parking must total at least 15%) 12 Number of accessible “EV ready” parking spots (information only, no current requirement) 2 At closeout, submit documentation showing the purchase of EV chargers. )(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&)(&NO PARKING NO PARKINGNO PARKING EV-L2EV-L2EV-L2EV-L2EV-L2EV-L29 11 7 7 61011 5 54 4 4CBCBCBCB CBCBCBCBCBCBDDSCBCBD-------------87,/,7<;)50(/(&5220+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;3+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:+3;:*&& 076&7&$%,1(7*(1+3;:(9&6/3(9&6/3(9&6/3(9&6 )8785( (9&6 )8785( (9&6 )8785( (9&6 '& +3(9&6 )8785( (9&6 )8785( (9&6/3(9&6 )8785( (9&6/3(9&6/3+3;/+3;/+3;/&2005220ArchitectureInterior DesignLandscape ArchitectureEngineering758(1257+3/$11257+ 1orth 6econd 6treetLong .ees %ldg 6uite 1010inneapolis 01 011.339.3ZZZ.bkYgroup.com‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176127)25&216758&7,21&(57,),&$7,21%,0(GLQD&RPPXQLW\+HDOWKDQG6DIHW\&HQWHU(GLQD&RPPXQLW\+ 6B0(3BUYW307/&6.(6,7(3/$1(',1$&20081,7<+($/7+ 6$)(7<&(17(5(/(&75,&$/6,7(3/$1*(1(5$/127(6$ 3529,'($//&225',1$7,21$1'6&+('8/,1*)251(:(/(&75,&$/3$'028176(59,&(,167$//$7,219(5,)<(;$&7/2&$7,21$1'5287,1*2)6(59,&((175$1&(&21'8,76:,7+(1*,1((5$1'*(1(5$/&2175$&72535,2572,167$//$7,21% 3529,'($//&225',1$7,21$1'6&+('8/,1*:,7+7(/(3+21('$7$7(/(9,6,216(59,&(3529,'(56)256(59,&(,167$//$7,219(5,)<(;$&7/2&$7,21$1'5287,1*2)(175$1&(&21'8,76:,7+(1*,1((5$1'*(1(5$/&2175$&72535,2572,167$//$7,21& 3529,'(/2&.$%/((1&/2685()25$//(48,30(17&217$,1,1*',6&211(&7,1*'(9,&(6:,7+,15($&+2)7(1$176' 3529,'(:($7+(53522)*)&,5(&(37$&/(621(;7(5,25:$//6$'-$&(1772(;7(5,25'2256$7$)*3529,'(+($9<'87< ,186( &29(563(51(&( 3529,'($6752120,&$/7,0(6:,7&+:,7+3+272&(//,1387723529,'($8720$7,&&21752/21(;7(5,25/,*+7,1*(48$/72:$7767233(5',*,7$//,*+7,1*0$0$*(0(17/0&3(  (/(&75,&$/6,7(3/$1%$,668( '$7( '(6&5,37,21 '(6,*1'(9(/230(17 Energy Efficiency Worksheet At each phase, complete the worksheet and submit along with the Sustainable Building Policy checklist. Pre-design Submittal Question Answer What is the intended pathway for the project? (DOE Zero Energy Ready Homes or SB2030) SB2030 All other phases – DOE ZERH pathway only Question Answer (draft at 60%, final at 90%) HERS Target Score N/A (using SB2030 pathway) HERS Index Score N/A (using SB2030 pathway) All other phases – SB2030 pathway only Provide the SB2030 Standard at 30% review, a draft of Design values at 60%, final submittal at 90%) Question Energy Carbon Emissions Design Consumption, not including renewables 37.9 kBtu/yr 136.2 tons/yr On-site renewables 12.8 kBtu/yr TBD Design Net Consumption = Consumption – on-site renewables 25.1 kBtu/yr 136.2 tons/yr Design Net Consumption per Square Foot 1,336.37 kBtu/sf/yr 246.28 tons /sf/yr SB2030 Standard 28.2 kBtu/sf/yr 147 tons/yr Off-site renewables or RECs kBtu/yr lbs CO2/yr Off-site renewables or RECs per Square Foot kBtu/sf/yr lbs CO2/sf/yr Off-site renewables or RECs should be greater or equal to the difference between the Design Net Consumption and the SB2030 Standard. Optional – all paths Proposed design energy use and cost should be easy to obtain from LEED, SB2030 or other energy model. Many energy models will also show similar values for a code level building and a breakdown of electric and gas. Question Answer What code baseline is being used? ASHRAE 90.1-2016 Measure Code Baseline Proposed Design Annual energy use (kBtu/ft2/yr) 80 kBtu/ft2/yr 37.9 kBtu/ft2/yr (not including renewables) Electric energy use (kWh) Gas energy use (therms) Annual energy cost ($) $77,959 $30,127 Electric energy cost ($) Gas energy cost ($) Please submit documentation with similar details if additional energy sources are expected, such as district energy. Bird Safe Glazing Worksheet At each phase, complete the worksheet and submit along with the Sustainable Building Policy checklist. Pre-design Submittal Question Answer What is the expected compliance path? x All projects: comply with selected B3 Guideline S.9: Bird-Safe Building requirements as outlined below x Optional alternate path: Projects pursuing LEED may achieve the bird collision deterrence point B3 Guideline S.9 What is the ecological context of the project? (habitat on property/in area, wildlife presence, attractants including water and feeding/nesting) Habitat in area. Wetland on site. One endangered species What is the history of bird-window problems in area or building (if a renovation)? N/A Design review (draft at 30% and 60%, final at 90%) If following LEED, submit documentation of the LEED credit submittal. If following B3, submit the following documentation: • B3 Bird Safe Calculator Worksheet based on building design to determine nearness to compliance • Memo cataloging threats and quantifying cost of mitigation using B3’s Bird-Safe Case Study Narrative Report Template • Lighting design and control sequence documentation to comply with MN B3 Part S.5.E, Lights Out Management Procedure Closeout – B3 path only • Register your building with MN Audubon’s free Lights Out Program 12 Month Review – B3 path only • Report bird strikes using B3 Bird Monitoring Worksheet See the B3 Guidelines and the Bird Friendly Design Guide for strategy details. © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 1 Bird Safe Building Narrative Report Based on B3 Guidelines—Version 3.2r01 Center for Sustainable Building Research College of Design · University of Minnesota All rights reserved. © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 2 © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 3 1 Project Information Name of Project: Edina Community Health and Safety Center Building Type(s): Fire Station and Community Health Offices (A-3 / B / S-2) Street Address: 4401 W 76th St City: Edina State, Zip: MN, 55435 Size of Building: 33,543 GSF, two (2) stories Size of Property: 8.02 acres Year Constructed /Renovated: TBC Description of Property and Adjacent Area: Suburban Ecological Context: Wetland on site. Habitat in area; one endangered species. © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 4 2 Project Narrative Site/Project’s Relationship to Birds/Bird Conservation The site is not found to be located within 1 mile of any rare, threatened, or endangered birds. The site is located within 10 miles of the following other bird network connections: - Major bird migratory flyways, nesting habitat, or stopover feeding areas. - A Wildlife Management Area - A National Wildlife Refuge or National Wetland Management District History of Bird-Window Problems in Area or Building (If a Renovation) N/A Building Design Process, Strategies Implemented, Tools Used, Consultants, if Applicable The overall building design was informed by programmatic requirements, with window placement informed by the interior program and B3 requirements including occupant views, daylighting, and connections to the environment. Area take-offs of the building enclosure per material type were then analyzed and imported into the B3 S-5a Bird Safe Calculator. This calculator was used as the primary tool for informing any traps or high-risk surfaces in this design, and determining the overall threat factor. Using the tool, refinements were made to the design to ensure appropriate material types were applied on each façade condition. Describe Materials Used, Decisions Process, Manufacturer / Product Number The decision for material selection was further informed by the material options in the B3 S-5a Bird Safe Calculator in order to maintain a low bird threat factor and avoid any traps and high- risk surfaces. Opaque materials, with a threat factor of 0, include stone masonry, cast stone, concrete masonry units, and metal panels. At transparent and translucent locations, glazing was analyzed by threat factor and continually refined to ensure compliance with the whole building threat factor allowed. Our glazing manufacturer will be Viracon, with specific selections currently being made based on frit. Whole Building Threat Factor Achieved The Whole Building Threat Factor (WBTF) achieved meets the maximum compliant value. As a “critical site”, a WBTF of 15 is required. The current WBTF for the building equals 14.04. Estimated Additional Cost of Implementation of S-5.A-E None anticipated. Survey Activity Performed No surveys have been performed. Survey activity is not required during design. Survey activity will be required and recorded for one year after occupancy. Per B3 guideline S5F, “for one year after construction/occupancy, the perimeter of the building(s) should be walked and all accessible setbacks and roof areas observed at least twice per week.” © Regents of the University of Minnesota, Twin Cities Campus, College of Design. All rights reserved. 2020 5 Findings From Surveys No surveys have been conducted and there is currently no survey findings. Per B3 guideline S5F, “Activity and findings should be surveyed and documented as listed in Appendix S-5f Bird- Safe Monitoring Worksheets.” Special Efforts - Any Enhanced Monitoring or Related Work Regarding Birds/Buildings No special efforts or enhanced monitoring anticipated as it relates to birds and buildings. Direct Benefits/ Side Benefits/ Public Relations Benefits Project is incorporating best practices for bird safety. Providing a balance between bird safety and occupant health and wellness. Project landscaping is designed to increase overall site biodiversity. Lights Out Energy Savings if Calculated (Connected Watts, Normal Hours of Operation from Midnight to Dawn Compared to Watts Used During Reduced Hours The project intends to propose a variance for the lights out procedure based on facility use and occupancy. The facility will be operational 24/7, including living quarters for firefighters on duty. MN B3 Guidelines v3.2.1 = Not Applicable = Planned = Planned + Achieved Category # PD D FD CO Performance Management Performance Management Information P.0 Performance Management Strategies Used P0A Building Occupancy P0B Project Budget P0C Building information P0D Schedule P0E Project Image P0F Design and Construction Process P.1 Develop Owner's Project Requirements Document P1A Develop a Commissioning Plan P1B Develop a Basis of Design Document P1C Develop a Safety Risk Assessment of Indoor Air Quality Issues P1D Develop Indoor Air Quality Procedures According to a Construction Activity Air Quality Management Plan and Year One Air Quality Management Plan P1E Assemble Appropriate Stakeholder Team P1F Optional Hold Planning and Review Workshops P1G Operations Process P.2 Develop and implement an SB 2030 Energy Efficiency Operations Manual P2A Conduct at least one Post Occupancy Evaluation P2B Reserve 0.25% of Construction Cost for Meeting SB 2030 Energy Standard During Operations P2C Optional Site and Water Site and Water Strategies S.0 Site and Water Strategies Used S0A Property / Site Data S0B Site and Water Connections S.1 Plant Network Connections S1A Animal Network Connections S1B Human Network Connections S1C Coordination with planning agencies S1D Incorporation of historic context S1E Guideline Phase Submission Site Water Quality and Efficiency S.2 Stormwater quantity and watershed connections S2A Stormwater Quality S2B No potable water use for irrigation S2C Building Water Efficiency S2D Improved irrigation consumption reduction S2E Improved indoor water consumption reduction S2F Soil S.3 Soil Description S3A Greenfield sites S3B Minimizing Soil Disturbance S3C Soil Management and Erosion Control Plans S3D Bulk Density Limits S3E Wetland Buffer S3F No Topsoil Exported from Site S3G Organic Content in Planting and Seeding Areas S3H Urban Soils Management S3I Atypical Soils S3J Udorthents or udipsamments S3K CEC S3L pH Factor within range S3M Vegetation S.4 Avoidance of Critical Sites S4A Adequate Tree Conditions S4B Vegetation Selection S4C Pollinator Friendly Vegetation S4D Biomass Target S4E Site Albedo Minimum S4F Plant Species Diversity S4G Native Plant Community Protection S4H Site Albedo Minimum - Improved Performance S4I Animal Habitat Support S.5 Whole Building Threat Factor S5A Non-Enclosure Threat Factor S5B High Risk Surfaces S5C Traps Threat Factor S5D Follow "Lights-Out" management program S5E First year building monitoring S5F Protection of rare, threatened and endangered species S5G Provisions for animal habitat S5H Aggregate illumination level S5I Enhanced Whole Building Threat Factor S5J Enhanced bird safe building monitoring S5K Bird Safe Building Narrative S5L Bird Safe Lighting Design S5M Limited use of pesticides. S5N Energy and Atmosphere Energy and Atmosphere Strategies E.0 Energy and Atmosphere Strategies Used E0A Energy Use E.1 Meet SB 2030 Energy Standards E1A Document predicted energy use by type E1B Submetering and end-load disaggregation E1C Advanced Submetering E1D Optional Optional Real-time energy metering E1E Optional Optional Renewable Energy E.2 Evaluate 2% of overall energy demand with on site solar or wind, install if cost effective.E2A Solar-Ready E2B Achieve 2025 SB 2030 Standard E2C Optional Achieve net zero energy with additional renewable energy E2D Optional Achieve net zero energy with onsite renewable energy E2E Optional Provide resilient power infrastructure capacity E2F Optional Efficient Equipment and Appliances E.3 Select Energy Star equipment and appliances E3A Process load equipment efficiency E3B Select Energy Star equipment and appliances E3C Efficient in-building transport E3D Atmospheric Protection E.4 SNAP acceptable designated refrigerants. E4A Reduce refrigerant leakage E4B SNAP acceptable at future listing dates for designated refrigerants.E4C GreenChill Certification E4D EV-Ready E.5 ESVE Infrastructure E5A ESVE Infrastructure: All parking E5B ESVE Installed: 10% of all spaces E5C ESVE Supplied from renewable energy E5D Indoor Environmental Quality Indoor Environmental Quality Strategies I.0 Indoor Environmental Quality Strategies Used I0A Low-Emitting Materials I.1 Low Emitting Interior Materials I1A Low Emitting Wet-Applied Materials I1B Low Emitting Composite Wood Products I1C Low Emitting Furniture and Furnishing items I1D Air-Quality Testing I1E Moisture and Water Control I.2 Bulk Water Management I2A Moisture Safe Design I2B Moisture Safe Construction I2C Ventilation I.3 Ventilation Baseline I3A Monitor Outdoor Airflow Rates I3B Indoor Air Recirculation for Air Classes 1-4 I3C Minimum filtration requirements I3D Permanent entryway walk-off systems I3E Outdoor air intake minimum separation distances I3F Radon Control I3G Demand controlled ventilation system I3H Green Cleaning Protocol I3I Thermal Comfort I.4 Passive thermal comfort I4A Active Thermal Comfort I4B Light and Daylighting I.5 Lighting levels I5A Lamp Specifications I5B Daylighting Levels I5C Achieve a CRI of at least 90. I5D Light Direction and Glare I5E Interior Surface Reflection I5F Effective Acoustics I.6 Educational Facilities Acoustics I6A Exterior Source Noise Control I6B Internal Source Noise Control I6C Adequate acoustic conditions of gathering spaces I6D Implementation of sound masking I6E Educational facility acoustic testing I6F Articulation index I6G View Space and Window Access I.7 Focal relief I7A Connection to the environment - 75% of all regularly occupied spaces I7B Connection to the environment - 100% of all regularly occupied spaces I7C Optional Operable windows I7D Optional Ergonomics and Physical Activity I.8 Standing height desks I8A Adjustable workstation seating I8B Secure non-motorized vehicle storage I8C Promotion of stair use I8D Optional Showers, changing facilities, and lockers I8E Optional Outdoor recreation area/open space I8F Optional Connection to the neighborhood I8G Optional Signage and education I8H Wayfinding and Universal Access I.9 Exterior wayfinding I9A Interior wayfinding I9B Universal Design Principles I9C Dedicated, reservable, lockable room for lactation or other quiet use.I9D Materials and Waste Materials and Waste Strategies M.0 Materials and Waste Strategies Used M0A Life Cycle Assessment M.1 Whole Building Life Cycle Assessment M1A Product Life Cycle Assessment M1B Environmentally Preferred Materials M.2 55% environmentally preferred materials M2A 75% environmentally preferred materials M2B Optional Waste Reduction and Management M.3 Material Conservation and Waste Management Plans M3A Construction Waste Reduction M3B Additional Construction Waste Reduction M3C Health M.4 Materials free of likely hazardous materials M4A Mercury limits in compact fluorescent lamps M4B Eliminate Benchmark-1 Chemicals M4C Materials free of GreenScreen Benchmark-2 chemicals.M4D CITY OF EDINACOMMUNITY HEALTH & SAFETY CENTEREDINA, MINNESOTASKETCH PLAN 1ST REVIEW SUBMISSION2-22-23Architecture | Interior Design | Landscape Architecture | Engineering CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-232 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYPROJECT NARRATIVE INTRODUCTIONSITESITEAPPARATUSBAYS(5-6 BAYS)STAFFPARKING(40 STALLS)PUBLICPARKING(40 STALLS)TRAININGTOWERHEALTH & SAFETY PROGRAM SPACE(22,000+/- GSF)(W 76TH STREET)EXISTINGWETLAND8.02 ACRES(349,461 sq ft)440' x 794.25'30' SETBACK @ BUILDING60' SETBACK @ BAYSCONCEPT SITE PLAN - HEALTH & SAFETY CENTERThe City of Edina is planning a replacement for the existing Fire Station 2 with a new Community Health and Safety Center located at 4401 W. 76th St. in the Pentagon Park Neighborhood. 7KHH[LVWLQJRIÀFHEXLOGLQJDWWKLVVLWHZLOOEHUHPRYHGWRmake room for the City’s new facility. The planned facility is DSSUR[LPDWHO\*6)DQGZLOOSURYLGHRSHUDWLRQDOVSDFHfor the Fire Department and Community Health Department. The project is planned to be two-stories and include community-focused indoor and outdoor spaces. The planning team is currently gaining input from project stakeholders and FRPPXQLW\PHPEHUVWKURXJKWKH9DOXHV9LHZÀQGHUDQG%HWWHUTogether engagement processes.This project will be a catalyst for implementing the Southdale Design Guidelines within this region of the City. The initial phase ZLOOLQYROYHFRQVWUXFWLQJWKH&RPPXQLW\+HDOWKDQG6DIHW\Center along with replacing existing hardscape and adding QDWLYHVHHGPL[RQGLVWXUEHGDUHDVDQGUHVWRULQJH[LVWLQJwetland on the southwest corner of the site. Future phases may LQFOXGHWKHSRWHQWLDOVXEGLYLVLRQRIWKHVLWHIRUGHYHORSPHQWopportunities, including a greenway connection to the City’s park system. CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-233 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYBUILDING ON A PROUD LEGACY OF INNOVATION & QUALITY(',1$+$6(0%5$&('5('(),1,1*,76(/),125'(5726(59(,76&,7,=(16,11(:$1'%(77(5:$<6 CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-234 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYSOUTHDALE AREA DESIGN EXPERIENCE GUIDELINES CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-235 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY• • VIBRANT PEDESTRIAN REALMVIBRANT PEDESTRIAN REALM• • HEALTHY URBAN LIVINGHEALTHY URBAN LIVING• • SUSTAINABLE INFRASTRUCTURESUSTAINABLE INFRASTRUCTURE• • NEIGHBORHOODS OF ACTIVITYNEIGHBORHOODS OF ACTIVITY• • EXPAND THE EXTENT OF OPEN SPACEEXPAND THE EXTENT OF OPEN SPACE• • INCREMENTAL CHANGEINCREMENTAL CHANGE• • WALKABLE STREET NETWORKWALKABLE STREET NETWORK• • TRANSPORTATION OPTIONSTRANSPORTATION OPTIONS• • HIGH QUALITY WELL HIGH QUALITY WELL DESIGNED BUILDINGS DESIGNED BUILDINGSSOUTHDALE AREA DESIGN EXPERIENCE GUIDELINESCENTRAL PROMENADE SPINE “EAST WEST STREETS”“LOCAL STREETS”SITESITESITESITE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-236 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYEXITING CONDITIONS - AERIAL VIEW LOOKING NEPARK LAWNW 76TH STREETFRANCEMINNESOTA DRIVEW77TH STREETSOUTHDALEGALLERIACENTENNIAL LAKESHWY 494CROSSTOWN HWYMN CENTERFRED RICHARDS PARKCORNELIASITESITE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-237 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYEXITING CONDITIONS - AERIAL VIEW LOOKING NEPARK LAWN AVENUEW 77TH STREETW 76TH STREETMINNESOTA DRIVESITESITELA FITNESSTCO76254451445177257700417541007600EXISTINGWETLANDSITE PLAN W/ NEIGHBORING LOTSSITE LOOKING EAST ON W 76TH STREETSITE LOOKING WEST ON W 76TH STREET8.02 ACRES(349,461 sq ft)440' x 794.25' CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-238 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYPARK LAWN AVENUEOPTION - 'A' NEIGHBORHOOD SITE PLANW 77TH STREETW 76TH STREETGREEN SPACEW/ WETLANDNEW STREETPUBLIC PARKING40 StallsPOTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE"PEDESTRIAN BRIDGENEW COMMUNITY HEALTH& SAFETY CENTERPOPOOOPOTTTTETETEEETETETTTETETTETEETETNNNTTNNIAL LLLDEDEVEVELLOLOPPPMENNTTT(AAAADJDJDDDDACCCCCCENENENNNNTT TTTSSSISITETTTTSS)S)S)S)S)S)POPOPOOPOPPPPPOPOPOPPPTETETEETETTETETTETETETETETETEETNTNTNTNTNTNTNTNTNNTNTNNTTNTNTTNTNIAIAIAAAAIAIAIAAAAIAAALLLLL L L L LLLLLDDEDEDEDEVEVEVEVEVEVEVEVLLOLOLOLOLOLOOOLOOLLOOLLOOPPPMPMPMPMPMPMPPPMPPPPMENNENENENENTTTTT(A(ADJDACAENEENTTT SISTETETES)S)S)POTENTIALDEEVELOPMENTT(W(WITHIN SITE)E/W PROMENADENEW STREETSNEW STREETFRANCE AVENUEE/W PROMENADEPROPERTY LINE(SHOWN DOTTED)NEW STREETNEW STREETMINNESOTA DRIVE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-239 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYPARK LAWN AVENUEOPTION - 'A' (LOOKING SOUTHEAST)W 77TH STREETW 76TH STREETFRANCE AVENUEGREEN SPACEW/ WETLANDE/W PROMENADEE/W PROMENADENEW STREETNEW STREETNEW STREETNEW STREETNEW STREETNEW STREETNEW SERVICE STREETPUBLIC PARKING40 StallsPOTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE"PEDESTRIAN BRIDGENEW COMMUNITY HEALTH& SAFETY CENTER POPOPOPOPOPOPOPOPPOOTETETETEETEETEETETETTNTNTNTNTNTTNTNTTTTIAIAIAIAIAIAAIAIAIAIAAIAIAIAL LL L LLLLLLLLLLLLLDDDEDEDEDEEDEDDEDEDDEDEDDDEDDEVEVEVEVEVEVEVVVVEVVLOLOLOLOLOLOOLOOOOOOOOOOLOOOOOPMPMPMPMPMPMPMPPMPMPPMPMPMPMPMMPMPPPPENENENNNENNNEENEETTTTTTTTTTTTTTTTTTTT(A(A(AA(A(AA(AAAAAAADJDJDJDJDJDJDJDDJDJDJDJDDJDJDDDACACCCACCACACACACACAACCACAAACACCAENENENNENNNNNEENNNENENNENENENNNNT TT T T TTTTTSISISISISISISISSTETETETTETETTETETTTTETETETEEES)SS)S)))))S)SSS)SS))SS)NEW STREETPROPERTY LINE(SHOWN DOTTED)POPOPOPOPOPOPOPOPOPOPPPPOPOOPOOOPOOOTETTETETETETEETETETTETTETEETEETTNTNNNNNTNTNTNTNTNTNNTNTNNNIAIIAIAIAAAAALLLLLLLDDEDDEDEDEEDEDEDEDEDEDEDEDEEEEEEDEEDEEEEEEVEVEVEVEEVEVEVEVEVEVVEVEVEEVEVVVVVVVLOLOLOLLOLOLLLOLOLOLOLOLOLLOLOLOLOLLOOLLLLOLLOOLOOLPMPMPMMMPMPMPMPMPPMMPMMMMMMMMMMMENENNENNNNENEENEETTTTTTTTTTTTTTT(A(A(AAAADDDJDJDJJDJDJDDJDJDJDJJDDJDJDJDDDACACACACACACACACCACACACAACACACACACACAAAACAAENENEENENENENENEENNENENNNEENENEEENET TTT T TTTTT TTSSSSISISISISISITETETETETETETTTES)S)S)S)S)S)S)S)S)S)S)S)SPOTENTIALDEVELOPMENT(WITHIN SITE) CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-2310 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYLOOKING SOUTHWEST - STEP 1LOOKING SOUTHWEST - FOLLOW ON STEPSOPTION 'A' - DEVELOPMENT PROGRESS - WITHIN SITECLEARED SITESTAFFPARKING(40 STALLS)EXISTINGWETLANDGREEN SPACEW/ WETLAND*(STAFF PARKINGACCOMMODATED INTOADJACENT FUTUREDEVELOPMENT)PUBLIC PARKING CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-2311 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYLOOKING NORTHEAST - STEP 1LOOKING NORTHEAST - FOLLOW ON STEPSOPTION 'A' - DEVELOPMENT PROGRESS - WITHIN SITECLEARED SITESTAFFPARKING(40 STALLS)EXISTINGWETLANDGREEN SPACEW/ WETLAND*(STAFF PARKINGACCOMMODATED INTOADJACENT FUTUREDEVELOPMENT)PPPOPOPOPPOTETTETNTNTNTTIAIAIAIAIAALLLLDEDDEDEDDEVEVEVEVELOLOLOPMENENENNNTTTT(W(WWWWITITITITITHIHIHIHINNNNNSISISISITTE)NEW COMMUNITY HEALTH& SAFETY CENTERNEW STREETNEW STREETNEW STREETPUBLIC PARKING CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-2312 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYOPTION - 'A' (LOOKING NORTHEAST)POPOPOPPPOPOPOPOPOPOPOPOPPOOPOOPPOTETETETTEEETEEEEETEEEEEEENNNTNNNTNNNTNNNNNNNNNNNIAAAAAAAAAAAL LDEDEDEDDDDDDDDDDDDVEVEVEVEVEVEVEVEEVEVEEEEEEVEEEVELOLOLOLOLOLOLOLOOLOLOLOLOOLOLLOOOPMPMPMPMPMPMMPPMPMMPMPMMPPPPPPPPMMMMPPMPPPEENEEENEEENEETTTTTTTTT(AAAADJDJDJDDDJJDDJJDACACACACCACACACACCACCACCCCACCCCCCCCCCENENENENENENNET T TTTTTTSISISSISISISSISIISSSIETETETETETEETEETETEES)S)S)S)S)S)S)SSS)POPOPOPOOOOOOPOPOOOOPOPOOOOOOOOTETETEETEETTTTTEETEEEEEETEETTETNTNTNTNTTTTTIAIAIAIAIAIAAAAALLLLLLLDEDEDEDEDEDEDDEEDEDVEVEVVEVEVEVEEVEEVVVEEVVEEVLLLLLOLOLOLOOLOLLLOLLLLPMPMPMPMPENENENENENENEEENENENTTTTTTTT(A(AAAA(AAA((DJDDDJDJDJDJDDDJDDJDJDDDACAENENENENENENENENNENNENNNTTT TTTT SISISISSSISISSSISISSISSTETETETS)S)S)S)S)))S))POOTENTTIAIALLDEEVELOOPMENENTT(WITHIINNSISTE)PARK LA W N A V E N U E W 77TH STREETW 76TH STREETFRANCE AVENUEGREEN SPACEW/ WETLANDE/W PROMENADENEW STREETPUBLIC PARKING40 StallsPOTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE"PEDESTRIAN BRIDGENEW COMMUNITY HEALTH& SAFETY CENTERPROPERTY LINE(SHOWN DOTTED)NEW STREETNEW ST R E ET NEW STREETNEW STREETNEW STREETNEW STREETE/W PROMENADENEW STREET CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-2313 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYPARK LAWN AVENUEOPTION - 'B' NEIGHBORHOOD SITE PLANW 77TH STREETW 76TH STREETGREEN SPACEW/ WETLANDNEW STREETPUBLIC PARKING40 StallsPOTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE"PEDESTRIAN BRIDGENEW COMMUNITY HEALTH& SAFETY CENTERPOPTENTIAALLDEDEDEEEVEVVEVVVELOLOLOLLOPMPMPMPMPMMMEEENENENENEETTTTT(AAAAAAADJDDJDDDJDACACACENENENENTTTT SISISSISITETTETETETETES)S)S))S)S)S))POPOOTETETENTNTTIAIAL L DEDEDEDEDDDVEVEVEVEVEEEELLOLOLOLOLOLOOOOLOLOOLOLOPPPMPMPMPPPPPPPENENNENET(A(A(AADJDJDJDJDJJJACACACACACACAEENEENENENEENENENENENENNNNTTTTTTT TTTTTSISSTEEEES)S)S)SSSSS)S)S)S)POTEENTIALDDEVELOOPMENTS(W(WITITHIHINNSITE)E/W PROMENADENEW STREETSNEW STREETFRANCE AVENUEE/W PROMENADEPROPERTY LINE(SHOWN DOTTED)MINNESOTA DRIVE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-2314 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYPARK LAWN AVENUEOPTION - 'B' (LOOKING SOUTHEAST)W 77TH STREETW 76TH STREETFRANCE AVENUEGREEN SPACEW/ WETLANDE/W PROMENADEE/W PROMENADENEW STREETNEW STREETNEW STREETNEW STREETNEW STREETNEW STREETPUBLIC PARKING40 StallsPOTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE"PEDESTRIAN BRIDGENEW COMMUNITY HEALTH& SAFETY CENTER POPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOOPPPPTETETETTTETTTENTNTNTTTTTIAIAIAIAIAAL L LLLLDEDEDEDEDEEEDEDEDEEDEEDEEEDEDEDVEVEVEVEVEVEVELOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLLOLOLOOOPMPMPMPMPPMPMPMPMPMPMPMPMPMPMPPMMENENENENENNNNNNNNNEETTTTTTTTTTTTTTTTTTT(A(A(A(A(A(ADJDJDJDDAAACENENEENENENNNNNNNNNTTTTTTTT TT T TT T TSSSSSSSISISISSSISIISTETETETETETETETEEEEEEETEETETETEETS)S)S)S)S)S)S)S)S)S)S)S)S)S)S)S)S)S)))S)S)S)SS)POPOPPOPOPPPOPOPOPPPOPOPOOOTTETETETETETETEEEEEETETEEEEETEETEEETETEETEEETENTNNNNNTNTNTTNTNTNTNTNTNTNNNIIAIAIAAAIAAAAIAAIAAAAIIAIAAAAAAAL LLLLLLLLL L LLLLLLLL DEDDEDDDEDDEDEDDEDEDDDEDEDEDDDVVVEVEVEVEVEVEVEVVEVEVVVVEVVELOLLLOLOLLOLOLOLOOLOLLLLOLOOLLLLPMPMPMPMPMPMPMPMPMPPMPMPMPMPPMMPMMMPMENENENENENENNENNENENNNEENENETTTTTTTTTTTTT(A(A(A(AA(AA(A(A((A(AAADJDJDJDJDJDJDJDJDJDJJJJACAAAAACACACACACAACACAAAAAAAAENENENENENNENNEEEEENNNNNENET TT T TTTTTT SISISISISIISSSIITETETETETETTETTTTTTS)S)S)S))S)S))POTENTIALDEVELOPMENTS(WITHIN SITE))PROPERTY LINE(SHOWN DOTTED) CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-2315 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYLOOKING SOUTHWEST - STEP 1LOOKING SOUTHWEST - FOLLOW ON STEPSOPTION 'B' - DEVELOPMENT PROGRESS - WITHIN SITECLEARED SITESTAFFPARKING(40 STALLS)EXISTINGWETLANDGREEN SPACEW/ WETLAND*(STAFF PARKINGACCOMMODATED INTOADJACENT FUTUREDEVELOPMENT)PUBLIC PARKING CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-2316 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYLOOKING NORTHEAST - STEP 1LOOKING NORTHEAST - FOLLOW ON STEPSOPTION 'B' - DEVELOPMENT PROGRESS - WITHIN SITECLEARED SITEEXISTINGWETLANDGREEN SPACEW/ WETLANDSTAFFPARKING(40 STALLS)*(STAFF PARKINGACCOMMODATED INTOADJACENT FUTUREDEVELOPMENT)POPOPPOPOPPTETTETNTNTNTNTIAIAIAIAIILLLLDEDEDEDDEDVEVEVEVELOLOLOPMENENNNTSTSTSTST(WWWWWITITITITTHIHIHIHINNNNNSSSSITE)NEW COMMUNITY HEALTH& SAFETY CENTERNEW STREETNEW STREETPUBLIC PARKING CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-2317 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYOPTION - 'B' (LOOKING NORTHEAST)POPOPOPOPOPOPOPOPOOPOOOPOTTTETETEEETEETENTNTNTNTNTNTNTTNTNTNNTNNTNTNTNTNTTTTTTTTTTTTTTTNTIAIIIIIIL L LDEDEDEDEDDDEDEEDDEEDDDDEVEVEVEEEEEEEEVEVLOLOLOLOLOLOLOLOOLOLOLOOLOOLLLPMPMPMPMPMPMPMMMMMMMMMMMPMMMMMMMMPMMPMMPMPMMMMMMMMEENENEEEEEEEETTTT(A(A(A(A(AAAAAADJDJDJDJDDDDDDACACCCCCCCCACENENENENENENENENNENENNEEEETTT TTT TTTTT TTSISSISSISISISISISSSSSSSTETETETETETETTTETETETETEETEETEES)SPOPOPOOPOPOPOPOPOPOOPOPOPPOOPOOOTETETTETTETETTTTTTTETTTTTNTNTNTNTNTNTTTTTNIAIAIAAIAAAIAIAAAIAAALLLLLLLLLDEDEDEDEDEEDEDEEDEDEDEDDEDEDDVEVEVEVVEVEVEVEVEVEVVVLLOPMPMPMMMMPMMENENENENENEEENNENNNENNNNTTTTTTTTTTT(A(A(A(ADJDJDJDJDJDJDJJDJJJACACACACCACCENENENENEENNNT TTTSISISSISITETETETETES)S)S)SS)S)S))POTETENTIAALLDEVEVLOPMPMENTSTS(WITTHINNSISTETE))PARK LA W N A V E N U E W 77TH STREETW 76TH STREETFRANCE AVENUEGREEN SPACEW/ WETLANDE/W PROMENADENEW STREETPUBLIC PARKING40 StallsPOTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE"PEDESTRIAN BRIDGENEW COMMUNITY HEALTH& SAFETY CENTERPROPERTY LINE(SHOWN DOTTED)NEW ST R E ET NEW STREETNEW STREETNEW STREETNEW STREETE/W PROMENADE ENRICHING LIVES ANDSTRENGTHENING COMMUNITIESWWW.BKVGROUP.COMCHICAGO209 South LaSalle Street The Rookery, Suite 920 Chicago, IL 60604P 312.279.0470DALLAS 1412 Main Street Adolphus Tower, Suite 700Dallas, TX 75202 P 469.405.1196HANOI, VIETNAMNo 1 Dao Duy Anh Street Ocean Park Building, Suite 15, Room 1508Phuong Mai Ward, Dong Da DistrictHanoi, VietnamP 469.405.1240MINNEAPOLIS222 North Second Street Long & Kees Building, Suite 101Minneapolis, MN 55401 P 612.339.3752WASHINGTON, DC 1054 31st Street NW Canal Square, Suite 410Washington, DC 20007 P 202.595.3173 REVISED SEPTEMBER 05, 2023CITY OF EDINAFIRE STATION 2  !"# $%%&! 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 AÀPLANNING COMMISSION PACKET - JULY 15, 2023PROJECT INTRODUCTIONJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023This project intends to use the property located at 4401 West 76th Street in the Pentagon ParkNeighborhood as the location for a the City's new Fire Station 2 . The services of Fire Station 2 currently exist in a site-constrained facility. This proposed propertywould provide sufficient space for the identified operational needs of the facility and wouldbe placing it in a location included in long-term plans for redevelopment and increasedresidential density. The existing office building at this site would be removed to make room forthis new facility. The planned facility is approximately 36,000 GSF and will provide operationalspace for both the Fire Department and Community Health Department. The inclusion of theCommunity Health Department would help the city prepare for and respond to current andfuture public health crisis, as well as other emergencies in and around Edina. Additionally, it willhouse important community functions of public health: restaurant and swimming poolinspections, rental housing licensing and inspections services, and recycling and organicscollection services. The project is planned to be two-stories and include community-focusedindoor and outdoor spaces. The planning team is currently gaining input from projectstakeholders and community members through the Values Viewfinder and Better Togetherengagement processes.This project will be a catalyst for implementing the Southdale Design Guidelines within thisregion of the City. The initial phase will involve constructing Fire Station 2 along with replacingexisting hardscape and adding native seed mix on disturbed areas and restoring existingwetland on the southwest corner of the site. Future phases may include the potentialsubdivision of the site for development opportunities, including a greenway connection to theCity’s park system.EDINA FIRE STATION 2 PARK LAWNW 76TH STREETFRANCEMINNESOTA DRIVEW77TH STREETSOUTHDALEGALLERIACENTENNIAL LAKESHWY 494CROSSTOWN HWYMN CENTERFRED RICHARDS PARKCORNELIASITESITE !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023EXISTING CONDITIONS - AERIAL VIEW LOOKING NE4401 W. 76TH STJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2 PARKLA W NW 76THFRANCESITESITEMINNESOTA DRIVECENTENNIAL LAKESHWY 494MN CENTERFRED RICHARDS PARKCORNELIA !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023EXISTING CONDITIONS - OVERLAY AERIAL VIEW LOOKING NE4401 W. 76TH STJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2 PARKLAWN AVENUEW 77TH STREETW 76TH STREETFRANCE AVENUESITESITE !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023EXISTING CONDITIONS - SITE AERIAL4401 W. 76TH STJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2 PARKLA W NW 76THFRANCESITEMINNESOTA DRIVECENTENNIAL LAKESHWY 494MN CENTERFRED RICHARDS PARKCORNELIA !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023EXISTING CONDITIONS - SITE AERIALJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2 PARKLAWN AVENUEW 77TH STREETW 76TH STREETFRANCE AVENUESITESITE !"# $%%&! 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'()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023JULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2LANDSCAPE PLAN5%COLORED CONCRETE ENTRY PLAZASTAIR3 FLAG POLESPLAIN CONCRETE SIDEWALKCOLORED CONCRETE EVENT PLAZADASHED LINE = CANOPY ABOVECLAY BRICK PERMEABLE PAVING INPARKING STALLSBITUMINOUS PAVING IN DRIVE AISLENATIVE PRAIRIE PLANTINGSBIKE RACKSDEMONSTRATION POND WITHINTERPRETIVE SIGNAGECLAY BRICK PERMEABLEPAVING IN PARKING STALLSSYNTHETIC TURF OUTDOORFITNESS AREACLAY BRICK PERMEABLE PAVINGIN STAFF PARKING LOTMASONRY ENCLOSURE ATGENERATORCLAY BRICK PERMEABLEPAVING IN PARKING STALLSCLAY BRICK PERMEABLEPAVING IN PARKING STALLSCLAY BRICK PERMEABLEPAVING WITH PLANTINGCUTOUTS IN BOULEVARDNATIVE PRAIRIE PLANTINGSSTAFF FITNESS ENTRYTURF GRASS LAWN -LOW MOW FESCUE MIXEDINAFIRE STATION 2  !" #$%%&! 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' ( )"*') "!+" ,'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023JULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2!!$$$$$$$Q!!!!1* $&,+1'16111111,((2*,*,((2*,*,((2*,*-%*!, *("$%(*""*,*% -)*+*,*()1(0(1()("$%(*""*,*% -)*+"**)1(0(11%+"7)7- !%%+"7)7- !%*''4 - !%%,*!$!$.#*$!$011$--%+"7)7- !%%+"7)7- !%%+"7)7- !%%+"7)7- !%%+"7)7- !%8*$!%(,("$%()1(0%(%'(#",--(,,((#-%(,*.%(0,&*%*&*+,((#"*$%,+"*%!(PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023LEVEL 2 FLOOR PLAN758(1257+ ". "#%/"!*+ 01( !" - , ! +)23$4/ " # #*"5"**/"!*+ 6% ! 7 ) ' 3- $!83$!5) '#.-9"*%'"*/"!*23$4%'"*+"*+'*:;/"!*6% &% 3- $!8."-#) '#' &- " *#" +' +' $!23$4" - - +0#" +' #" +' +' $!6)$- 8$!'"*"+)*"- /"''-!, ! +) '33., $- %%'"*/"!*23$4%'"*+"*+%: <0: === #, / " !*6%' " ** # + *9-.+ %&*"'5$$%' " * / *" !1 #*" !723$4*$!7 3$" -0+ %&*"'5$$, ! +) 6"-1, - 0'3,.%"+$!-( 9!-23$4" %+' $!3&- ! +)3*$#1 6"77"8 8!&' %7EXTERIOR MATERIALS LEGEND: !"# $%%&! 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3/$11,1*&200,66,21 /(9(/ $33%$<3$5$3(7 03036+((70(7$/&23,1*7<3671&671+0) '22537'7<3/(9(/ 7232)+,*+3$5$3(7 $33%$<3$5$3(7 03036+((70(7$/&23,1*7<3671&671030(7$/:22'/22.6,',1*+817(5'28*/$6)'28*/$66),5035(9($/0(7$/3$1(/0(7$/6$/(6352'8&77/%52:1 9(57 03)250('0(7$/3$1(/0(7$/6$/(6352'8&7(0&):$//6,/9(5*5$< 9(57 (;7(5250$7(5,$/6/(*(1'03)/86+0(7$/3$1(/0(7$/6$/(6352'8&77/'3$1(/0$77(%/$&. 9(57 6716721(0$6215<$55,6&5$)7$'$,5/,0(6721(5867,&*(25*,$%/(1'60227+$',$5678',20567$1',1*6($0522)3$1(/0(7$/6$/(6352'8&7$/80,0$(,,:,'(%52:1030(7$/3$1(/ $&0 3$&&/$'$&0612:'5,)7:+,7(0$77(%/$&.'&08%851,6+('&21&5(7(0$6215<81,76$0&21'(&25$7,9(0$6215<81,7/,*+7*5$<'&08%851,6+('&21&5(7(0$6215<81,76$0&21'(&25$7,9(0$6215<81,721<;&21&&21&5(7(&,3/,*+7*5$<&671&$676721(0$5&6721(&2/25/(9(/ 0(==$1,1(/(9(/ 7232)+,*+3$5$3(7 $33%$<3$5$3(7 /(9(/ 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(;7(5,25(/(9$7,21($67:,1*:$//$  (;7(5,25(/(9$7,21($67:,1*:$//$  (;7(5,25(/(9$7,21:(67:,1*:$//$  (;7(5,25(/(9$7,216287+0((7,1*52206$)(7<&(17(5,668( '$7( '(6&5,37,21 3/$11,1*&200,66,216$)(7<&(17(5,668( '$7( '(6&5,37,21 3/$11,1*&200,66,21 5%COLORED CONCRETE ENTRY PLAZASTAIR3 FLAG POLESPLAIN CONCRETE SIDEWALKCOLORED CONCRETE EVENT PLAZADASHED LINE = CANOPY ABOVECLAY BRICK PERMEABLE PAVING INPARKING STALLSBITUMINOUS PAVING IN DRIVE AISLENATIVE PRAIRIE PLANTINGSBIKE RACKSDEMONSTRATION POND WITHINTERPRETIVE SIGNAGECLAY BRICK PERMEABLEPAVING IN PARKING STALLSSYNTHETIC TURF OUTDOORFITNESS AREACLAY BRICK PERMEABLE PAVINGIN STAFF PARKING LOTMASONRY ENCLOSURE ATGENERATORCLAY BRICK PERMEABLEPAVING IN PARKING STALLSCLAY BRICK PERMEABLEPAVING IN PARKING STALLSCLAY BRICK PERMEABLEPAVING WITH PLANTINGCUTOUTS IN BOULEVARDNATIVE PRAIRIE PLANTINGSSTAFF FITNESS ENTRYTURF GRASS LAWN -LOW MOW FESCUE MIXREMOVE PAVEMENT AND RESTORE GRADES;PLANT WITH NATIVE SEED AND PLUG MIXEXISTING PERIMETER TREES TO REMAINEXISTING WETLAND TO REMAIN PARKLAWN AVE FRANCE AVE S APPROXIMATE PROJECT LOCATIONW 76TH STMINNESOTA DRENGINEERSTANTEC CONSULTING SERVICES, INC.ENGINEER OF RECORD. JARED WARD, PEJARED.WARD@STANTEC.COM | 612-503-0797PROJECT MANAGER. CLARK LOHR, CDTCLARK.LOHR@STANTEC.COM | 763-252-6839PROJECT SURVEYOR. STEVEN HOUGH, PLSSTEVE.HOUGH@STANTEC.COM | 763-479-4214VICINITY MAPNOT TO SCALE(',1$),5(67$7,2135(/,0,1$5<3/$16)256,7(3/$1$1'68%',9,6,21/$1'86($33529$/+(11(3,1&2817<0,11(627$6(37(0%(5PROJECT LOCATION&,7<(',1$&2817<+(11(3,1758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?*&29(56+((7GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21*&29(56+((7THIS PLANSET CONTAINS 22 SHEETSSHEET INDEXSHEET NUMBER SHEET TITLEG-001 COVER SHEETC-003 EXISTING CONDITIONSC-004 REMOVALS AND PRECONSTRUCTION EC PLANC-005 TREE PRESERVATION PLANC-006 TREE PRESERVATION PLANC-101 OVERALL SITE PLANC-102 SITE PLANC-201 OVERALL POST-CONSTRUCTION STABILIZATION PLANC-202 ENLARGE POST-CONSTRUCTION STABILIZATION PLANC-301 GRADING PLANC-401UTILITY PLANC-501 STORM SEWER PLANC-801 DETAILSC-802 DETAILSC-803 DETAILSC-804 DETAILSC-805 DETAILSC-806 DETAILSC-807 DETAILSC-808 DETAILSC-809 DETAILSC-810 DETAILS 758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&(;,67,1*&21',7,216GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21&(;,67,1*&21',7,216 :(677+675((775$&705/612825825825825830830 830830830830830830822822 822823823824 824826826826826827827827827827 827828828828828829829829829829829831831831831831831831831 8318318258258308308308308308248248268268278278288288298298298298298318318318318318328311.11.11.21.21.21.21.21.21.21.21.21.21.31.31.31.41.41.41.41.41.41.41.41.41.61.61.61.61.61.71.71.61.71.61.61.61.61.61.41.61.61.61.61.111.111.121.121.141.141.71.71.151.151.151.151.151.161.151.151.121.171.171.171.171.171.171.81.81.81.81.81.81.81.81.81.81.81.171.181.171.121.71.71.71.71.71.61.61.61.131.31.31.31.31.31.31.31.31.191.51.51.51.191.181.201.201.201.201.202.32.12.12.12.22.22.22.22.22.22.22.52.51.82.31.211.61.41.31.31.21.21.31.31.11.61.61.61.61.61.61.61.6CITY FIBER OPTIC LINE LOCATEDTHROUGH TICKET #22290244758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&5(029$/6$1'35(&216758&7,21(526,21&21752/3/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 40 ft.40 8040LEGENDLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARY;;REMOVE FENCEREMOVE GUARD RAILREMOVE RETAINING WALLREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAIN**REMOVE UNDERGROUND GAS LINE&20REMOVE UNDERGROUND COMMUNICATION LINE8(8(REMOVE UNDERGROUND ELECTRIC LINE28REMOVE OVERHEAD UTILITY LINEREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE STORM SEWER INLETREMOVE FLARED END SECTIONREMOVE CURB STOPREMOVE HYDRANTREMOVE WATER VALVEMBTPWVDYHREMOVE WATER METERREMOVE SPRINKLER HEADREMOVE IRRIGATION CONTROL VALVEREMOVE COMMUNICATIONS PEDESTALREMOVE SIGNREMOVE BOLLARD/POSTREMOVE UTILITY POLEREMOVE ANCHOR CABLEREMOVE LIGHT POLEREMOVE DECORATIVE LIGHTREMOVE DECIDUOUS TREEREMOVE CONIFEROUS TREEREMOVE SHRUB/BUSHREMOVE ANTENNAREMOVE BENCHREMOVE AIR CONDITIONERREMOVE MAILBOXREMOVE HAND HOLEREMOVE GAS METERREMOVE TRANSFORMERREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTCLEAR AND GRUB AREAREMOVE GRAVEL SURFACINGREMOVE BUILDINGREMOVE TREE1. STANTEC REMOVALS1.1. SAWCUT PAVEMENT1.2. REMOVE & RECLAIM BITUMINOUS PAVEMENT AND GRAVELBASE FOR REUSE ON-SITE1.3. REMOVE CONCRETE PAVEMENT1.4. REMOVE CURB AND GUTTER1.5. REMOVE BUILDING1.6. REMOVE TREE1.7. REMOVE SIGN AND POST1.8. REMOVE LIGHT POLE AND APPURTENANCES1.9. REMOVE FENCE1.10. REMOVE GUARD RAIL1.11. REMOVE BENCH1.12. REMOVE BOLLARD1.13. REMOVE RETAINING WALL1.14. REMOVE TRANFORMER1.15. REMOVE IRRIGATION CONTROL VALVE AND IRRIGATIONSYSTEM/PIPING (SYSTEM NOT FULLY SHOWN/LOCATED)1.16. REMOVE MONUMENT SIGN1.17. REMOVE AUTO SPRINKLER1.18. REMOVE COMMUNICATIONS PEDESTAL1.19. REMOVE HAND HOLE1.20. PROTECT EXISTING UTILITIES AND STRUCTURES1.21. REMOVE GAS LINE2. STANTEC EROSION CONTROL ITEMS2.1. INLET PROTECTION - SEE DETAIL 4/C-8012.2. SILT FENCE - SEE DETAIL 1/C-8012.3. ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 3/C-8012.4. TREE PROTECTION2.5. BIOROLL - SEE DETAIL 5/C-801KEYNOTES#&5(029$/6$1'35(&216758&7,21(&3/$1 :(677+675((775$&705/612825825825825830830 830830830830830830822822 822823823824 824826826826826827827827827827 827828828828828829829829829829829831831831831831831831831 831831825825830830830830830824824826826827827828828829829829829829831831831831831832831758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&75((35(6(59$7,213/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 40 ft.40 8040LEGENDLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARY;;REMOVE FENCEREMOVE GUARD RAILREMOVE RETAINING WALLREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAIN**REMOVE UNDERGROUND GAS LINE&20REMOVE UNDERGROUND COMMUNICATION LINE8(8(REMOVE UNDERGROUND ELECTRIC LINE28REMOVE OVERHEAD UTILITY LINECLEAR AND GRUB AREAREMOVE TREE&75((35(6(59$7,213/$1 758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&75((35(6(59$7,213/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21&75((35(6(59$7,213/$1 :(677+675((7NO PARKING NO PARKINGNO PARKING EV- L2EV- L2EV- L2EV- L2EV- L2EV- L2EVFUTUREEVFUTUREEVFUTUREEVFUTURE411920910117N0° 21' 03.63"W794.29S0° 21' 56.32"E793.21S89° 43' 13.42"E439.75N89° 51' 41.62"W439.9410758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&6,7(3/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 40 ft.40 8040&29(5$//6,7(3/$1#LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINEPROPOSED PARKING COUNTCONCRETE SIDEWALKPERMEABLE PAVINGHEAVY DUTY BITUMINOUS PAVEMENTRETAINING WALL [BY OTHERS]HEAVY DUTY CONCRETE PAVEMENTEXTENT OF GEOTHERMAL SYSTEMCONCRETE PAVEMENT WITH SNOW MELT SYSTEMARTIFICIAL TURF :(677+675((7NO PARKING NO PARKINGNO PARKING EV- L2EV- L2EV- L2EV- L2EV- L2EV- L2EVFUTUREEVFUTUREEVFUTUREEVFUTURE1.11.11.21.21.231.231.21.21.21.11.11.21.231.51.51.51.51.51.51.51.51.51.51.21.61.61.61.61.61.61.61.61.61.61.61.71.71.71.81.91.101.101.101.101.101.111.121.131.121.131.121.134119209101.141.141.14111.141.141.141.371.41.41.41.41.41.41.41.41.41.21.24N0° 21' 03.63"W794.29S0° 21' 56.32"E793.21N89° 51' 41.62"W439.941.161.151.151.151.31.31.11.171.171.171.171.171.231.171.181.171.171.141.191.191.201.211.221.231.231.231.231.241.24101.251.251.251.251.251.251.231.231.231.231.101.101.101.101.101.101.101.261.81.81.81.81.271.251.20#1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.NOTES758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&6,7(3/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 20 ft.20 4020LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINEPROPOSED PARKING COUNTCONCRETE SIDEWALKPERMEABLE PAVINGHEAVY DUTY BITUMINOUS PAVEMENTRETAINING WALL [BY OTHERS]1. STANTEC DESIGN ITEMS1.1. MATCH EXISTING1.2. CONCRETE SIDEWALK - SEE DETAIL 3/C-8041.3. CONCRETE PAVEMENT - SEE DETAIL 4/C-8041.4. BITUMINOUS PAVEMENT - SEE DETAIL 5/C-8041.5. CONCRETE PAVERS - SEE DETAIL 6/C-8031.6. B612 CURB AND GUTTER - SEE DETAIL 1/C-8061.7. RIBBON CURB - SEE DETAIL 4/C-8061.8. CONCRETE DRIVEWAY APRON - SEE STANDARD PLATE415/C-8021.9. SLOTTED DRAIN1.10. PEDESTRIAN CURB RAMP WITH DETECTABLE WARNINGSTRIP- SEE STANDARD PLAN 5-297.250 SHEET 1-4/C-809;5,6/C-8101.11. ADA ACCESSIBLE PARKING STALL WITH SIGN - SEE DETAILS8,10,11/C-8041.12. VAN ACCESSIBLE PARKING STALL WITH SIGN - SEE DETAIL8,9,10,11/C-8041.13. ADA ACCESSIBLE AISLE STALL WITH SIGN - SEE DETAIL9,10,11/C-8041.14. BOLLARD (TYP.) - SEE DETAIL 10/C-8041.15. REMOVAL SHALL EXTEND TO NEAREST CONCRETE JOINT1.16. UNDERGROUND STORMWATER CHAMBER - SEE SHEETC-5011.17. VALLEY GUTTER - SEE DETAIL 2/C-8041.18. STAIRS AND RAILINGS - DESIGN BY OTHERS1.19. RETAINING WALL - DESIGN BY OTHERS1.20. BIKE HITCH - SEE LANDSCAPE PLAN1.21. BUILDING CANOPY - SEE ARCH AND STRUCT PLANS1.22. WATER FEATURE - SEE ARCH AND LANDSCAPE PLANS1.23. HEATED CONCRETE - SEE MECHANICAL PLANS1.24. CONCRETE ROADWAY REPAIR - SEE STANDARD PLATE545/C-8051.25. SURMOUNTABLE CURB - SEE DETAIL 3/C-8061.26. EXTENT OF GEOTHERMAL SYSTEM - SEE MECHANICALPLANS1.27. ARTIFICIAL TURF - SEE LANDSCAPE PLANSKEYNOTES&6,7(3/$1HEAVY DUTY CONCRETE PAVEMENTEXTENT OF GEOTHERMAL SYSTEMCONCRETE PAVEMENT WITH SNOW MELT SYSTEMARTIFICIAL TURF :(677+675((7NO PARKING NO PARKINGNO PARKING EV- L2EV- L2EV- L2EV- L2EV- L2EV- L2EVFUTUREEVFUTUREEVFUTUREEVFUTUREŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&3267&216758&7,2167$%,/,=$7,213/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 40 ft.40 8040NOTES1. INLET PROTECTION - SEE DETAIL 4/C-8012. SILT FENCE - SEE DETAIL 1/C-8013. ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 3/C-8014. EROSION CONTROL BLANKET - SEE DETAIL 2/C-8015. BIOROLL - SEE DETAIL 5/C-801KEYNOTES#1. CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.2. CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFF SET FROMPROPERTY LINE FOR CLARITY WHEN APPLICABLE.3. SOD SHALL BE INSTALLED IN THE BOULEVARD ADJACENT TOCURB AND GUTTER - SEE LANDSCAPE ARCHITECT PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONBIOLOG [OR DITCH CHECK]EROSION CONTROL BLANKETSEED [OR SOD]RIPRAPCULVERT PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSCONSTRUCTION LIMITS&29(5$//3267&216758&7,2167$%,/,=$7,213/$1 :(677+675((7NO PARKING NO PARKINGNO PARKING EV- L2EV- L2EV- L2EV- L2EV- L2EV- L2EVFUTUREEVFUTUREEVFUTUREEVFUTUREŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ1 111111111122222233830830830830830830830830830827828828828828828828828828828 829829829829829829829829829829831831831831831831831830830827828829830830831830830830830830830830830830826826826827827827827827 827827828828828828828828828829829829829829829829831831831831831831831831831831 8328328308308308278278288288298298298318318318318318308308298298298295ŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&3267&216758&7,2167$%,/,=$7,213/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 20 ft.20 4020NOTES1. INLET PROTECTION - SEE DETAIL 4/C-8012. SILT FENCE - SEE DETAIL 1/C-8013. ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 3/C-8014. EROSION CONTROL BLANKET - SEE DETAIL 2/C-8015. BIOROLL - SEE DETAIL 5/C-801KEYNOTES#1. CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.2. CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFF SET FROMPROPERTY LINE FOR CLARITY WHEN APPLICABLE.3. SOD SHALL BE INSTALLED IN THE BOULEVARD ADJACENT TOCURB AND GUTTER - SEE LANDSCAPE ARCHITECT PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONBIOLOG [OR DITCH CHECK]EROSION CONTROL BLANKETSEED [OR SOD]RIPRAPCULVERT PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSCONSTRUCTION LIMITS&(1/$5*(3267&216758&7,2167$%,/,=$7,213/$1 :(677+675((7NO PARKING NO PARKINGNO PARKING EV- L2EV- L2EV- L2EV- L2EV- L2EV- L2EVFUTUREEVFUTUREEVFUTUREEVFUTUREŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,,,,,,ŹŹŹŹŹŹ ,,,,,,,,,ŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,,,,,,,,ŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,,,,,,,,,,,,,830830830830830830830827827827827827828828828828828828828828829829829829829829831831831831831831830830830 830827827827828828828829829829831831831831831831831 830830828829831831831831831832832830830830830830830830830830830830830830827 827828828828828828828828828828829829829829829829829829829829 8298298298298298298318318318314- 6" RISE STEPSWITH HANDRAILSACCESSIBLE ROUTERIM:26.46RIM:28.23RIM:28.59RIM:27.98RIM:27.84RIM:27.84RIM:27.83RIM:28.20RIM:27.60RIM:28.00RIM:28.01RIM:29.872.8%1.7%1.6%1.9%1.0%1.6%1.6%13.6%2.9%3.8%2.2%2.0%1.8%1.8%2.0%1.4%1.1%1.7%1.9%5.1%1.8%1.8%1.6%1.3%1.5%1.5%1.6%1.6%1.9%2.9%1.7%4.5%2.5%3.5%8.7%1.5%1.6%1.3%1.8%1.0%6.6%3.8%1.7%1.4%3.7%1.1%4.3%1.5%1.0%1.9%2.2%1.5%1.9%1.5%1.5%1.6%2.1%2.0%1.6%2.0%2.2%1.6%1.6%1.6%2.3%2.3%1.5%1.3%1.4%1.3%1.9%1.0%1.6%2.2%4.6%6.1%1.6%1.6%1.5%2.3%1.7%1.6%2.0%1.4%2.4%2.1%4.0%1.8%3.8%4.3%1.6%2.5%1.7%2.2%1.8%2.0%1.6%1.5%1.6%2.0%1.9%1.2%1.1%1.2%0.9%1.1%1.1%1.1%2.2%4.9%9.5%20.4%18.6%10.4%5.0%1.3%2.3%6.2%1.8%1.1%1.7%1.4%1.3%2.3%3.2%1.7%5.0%12.5%7.4%4.7%1.5%3.0%1.4%1.6%7.3%1.0%2.9%1.8%1.9%4.3%4.0%1.4%3.0%1.2%0.6%4.2%4.9%1.3%1.4%1.5%1.6%1.7%2.1%2.0%2.0%1.7%1.7%1.6%,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,4.2%1.4%6.6%FFE:831.00FFE:831.00FFE:831.00FFE:831.00FFE:831.00FFE:831.00FFE:831.00FFE:831.000.0%1.5%2.0%1.6%1.8%2.4%1.8%3.4%1.5%4.6%1.6%9.0%4:13.4%1.7%ŹŹŹŹRESTORE EXISTING GRADES AFTER REMOVAL OF THEBITUMINOUS PAVEMENT SECTION. REFER TO LANDSCAPE PLANFOR FILL MATERIAL AND RESTORATION REQUIREMENTSŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,3.4%1.8%3.1%RIM:30.64RIM:29.60RIM:28.38RIM:28.40RIM:29.09RIM:28.58RIM:30.09,,,,,758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&*5$',1*3/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 20 ft.20 4020LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSCONSTRUCTION LIMITSFLOW LINE ELEVATIONFINISHED GRADE ELEVATIONMATCH EXISTING ELEVATIONSIDEWALK ELEVATIONSURFACE GRADE & FLOW DIRECTIONEXISTING STORM SEWERŹŹŹŹSTORM SEWERSTORM MANHOLESTORM CATCH BASINEXISTING SANITARY SEWEREXISTING WATERMAINŹŹSANITARY SEWER,,WATERMAINSANITARY MANHOLEHYDRANTGATE VALVESURFACE SLOPE (H:V) & FLOW DIRECTIONFL=9XX.XXFG=9XX.XXME=9XX.XXSW=9XX.XX3.0:11.00%1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.3. CONTRACTOR TO PROVIDE BUILDING WATERPROOFING AT ALLBUILDING SURFACES ADJACENT TO RAISED GRADE ABOVE FFE.COORDINATE WITH ARCHITECT PRIOR TO CONSTRUCTION.NOTES&*5$',1*3/$1 :(677+675((7NO PARKING NO PARKINGNO PARKING EV- L2EV- L2EV- L2EV- L2EV- L2EV- L2EVFUTUREEVFUTUREEVFUTUREEVFUTURE830830830830830830830830830830830830830830830830830830827827827827 827827828828828828828828828828828829829829829829829 829829829829829829829829831831831831831831831831831831830830829829831831831831831831ŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,,,,,,ŹŹŹŹŹŹ ,,,,,,,,,ŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ,SANITARY CONNECTIONVERIFY LOCATION, SIZE, MATERIAL,AND ELEVATION IN THE FIELD8" INV IN=819.40 (S)65 LF OF 8" PVC @ 0.40%SSMH 1RIM=823.026" INV IN=819.76 (W)8" INV IN=819.76 (S)8" INV OUT=819.66 (N)42 LF OF 6" PVC @ 4.57%SAN BUILDING CONNECTIONSTUB INV=822.816" INV OUT=821.67 (E)264 LF OF 8" PVC @ 0.40%SSMH 2RIM=829.458" INV OUT=820.82 (N)HYDRANT6" GVHYDRANT,,,,,,,,,,,,,,,,6" GVHYDRANT6" GV8" GV6" GVHYDRANT8" DIP6" GV HYDRANT6" DIP6" GV6" GV6" GVŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,8" GV8" DIP6"X6" TEE8" DIP8" DIP8" DIP8" DIPŹŹŹŹ830829829829ŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ ,,,,,,,,,,8" GV8" DIP8" GV6" DIPFDC. COORDINATE FINALLOCATION WITH ARCH ANDMEP830830830830830830830826826826827827827827827828828828829829829829829829829829829831831,,,,,xEXTEND 316 LF - 8" DIP WATERMAIN SOUTHxINSTALL AN 8" DIP TEExEXTEND STUB 10 LF - 8" DIP SOUTH WITH GATEVALVE, PLUG & WITNESS POSTxEXTEND APPROXIMATELY 66 LF - 8" DIP EASTxCONNECT TO EXISTING 8" HDPE WATERMAIN WITHA GATE VALVE AND TEE.xFIELD VERIFY ACTUAL LOCATION OF EXISTING 8"HDPE WATERMAIN (LOCATION PROVIDED BY GISDATA.)8" GV758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&87,/,7<3/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 20 ft.20 4020LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOURŹŹŹŹSTORM SEWERŹŹSANITARY SEWER,,WATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUT1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.NOTES&87,/,7<3/$1FIRE DEPARTMENT CONNECTION :(677+675((7NO PARKING NO PARKINGNO PARKING EV- L2EV- L2EV- L2EV- L2EV- L2EV- L2EVFUTUREEVFUTUREEVFUTUREEVFUTUREŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,ŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,ŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹŹ,,,,,,,,,,830830830830830830830830830830830830830 827827827827827 827828828828828828828 828828829829829829829 829829829829829831831831831831831831831CB 8RIM=826.4615" INV OUT=823.54 (N)CB 11RIM=828.2312" INV OUT=823.90 (N)CBMH 10RIM=828.5912" INV IN=823.60 (S)12" INV OUT=823.50 (W)CB 6RIM=827.8312" INV OUT=823.83 (E)CBMH 5 WITH SUMP AND SNOUT HOODRIM=827.8415" INV OUT=823.79 (W)CBMH 2RIM=828.0012" INV OUT=824.03 (W)CB 3RIM=827.6015" INV OUT=824.27 (NE)CBMH 7RIM=827.8212" INV IN=823.26 (E)12" INV OUT=823.16 (W)OCS 01RIM=828.2012" INV IN=822.04 (E)12" INV OUT=821.60 (N)4' WEIR: 822.80WITH TIDEFLEX TF-1 CHECK VALVE;EXTEND 12" RCP INLET 5-INCHES INTOMANHOLE FOR SLIP ON CHECK VALVEOCS 02RIM=829.8712" INV IN=824.02 (S)12" INV OUT=824.18 (N)4" WEIR: 824.60WITH TIDEFLEX TF-1 CHECK VALVE;EXTEND 12" RCP INLET 5-INCHES INTOMANHOLE FOR SLIP ON CHECK VALVE60 LF OF 12" RCP @ 0.50%47 LF OF 12" PVC @ 0.50%60 LF OF 12" RCP @ 0.50%12 LF OF 12" RCP @ 0.40%108 LF OF 15" RCP @ 0.50%60 LF OF 15" PVC @ 0.50%85 LF OF 15" RCP @ 0.40%19 LF OF 15" RCP @ 0.50%8 LF OF 12" RCP @ -0.50%4 LF OF 12" RCP @ -0.50%30 LF OF 12" RCP @ 0.50%CB 4RIM=828.0112" INV OUT=824.03 (E)STMH 5CONNECT TO EXITING STORM PIPELOCATION, MATERIAL, SIZE, INVERTSHALL BE VERIFIED IN THE FIELD.12" INV IN=821.30 (S)CB 9RIM=827.8412" INV OUT=823.66 (E)65 LF OF 12" PVC @ 0.50%12 LF OF 12" RCP @ 0.50%SLOTTED DRAIN WITH A 12" CMPREPLACE CASTING WITH NEENAH R-3348A122134511STMH 3 w/ SUMP AND SNOUT HOODRIM=828.0612" INV IN=823.60 (W)12" INV IN=823.10 (E)15" INV IN=823.00 (S)21" INV OUT=822.71 (N)STMH 2 w/ SUMP AND SNOUT HOODRIM=828.2412" INV IN=823.97 (W)12" INV IN=823.97 (E)15" INV IN=823.97 (SW)15" INV OUT=823.87 (N)STMH 1CONNECT TO EXITING STORM PIPELOCATION, MATERIAL, SIZE, INVERTSHALL BE VERIFIED IN THE FIELD.12" INV IN=824.03 (S)44441 LF OF 12" PVC @ 2.05%76 LF OF 12" PVC @ 1.84%RD 212" INV OUT=824.40 (W)RD 112" INV OUT=823.84 (E)STORMTRAP ST2 SINGLE TRAP 2-0SYSTEM INVERT = 823.0INSIDE TOP = 826.0TOP OF SLAB = 828.5DIMENSIONS = 105.16' X 38.75' X 3.00'STORMTRAP ST2 SINGLE TRAP 3-0SYSTEM INVERT = 822.0INSIDE TOP = 825.0TOP OF SLAB = 825.5DIMENSIONS = 136.48' X 38.75' X 3.50'444831831830830830830826826 826827 827827827827827827827827827828828828828829829829829831831831831831831831,,,,,758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&672506(:(53/$1GZJWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.*23+(567$7(21(&$//TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166(',1$),5(67$7,21( IN FEET )GRAPHIC SCALE01 inch = 40 ft.40 8040ŹŹŹŹŹŹ,,66LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOURSTORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY SERVICEFLARED END SECTIONPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUT&672506(:(53/$11. 4" PERFORATED PVC DRAINTILE TO MATCH SLOPE OF ROAD.BURY DEPTH 1.75' BELOW FINISHED GROUND2. ROOF DRAIN CONNECT DIRECTLY INTO STORMTRAP3. 4" PERFORATED PVC - 0.5% MIN. SLOPE WHERE NOT FOLLOWINGROAD GRADE4. 4" PVC CLEAN-OUT WITH CAP5. 4" PVC CLEAN-OUT WITH CAP & R-7506 NEENAH CASTING INPAVED AREASKEYNOTES# 11'W/ IN W 76TH ST758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 1C-803SILT FENCE MACHINE SLICEDNOT TO SCALE2C-803EROSION CONTROL BLANKET INSTALLATIONNOT TO SCALE4C-803INLET PROTECTION CATCH BASIN INSERTNOT TO SCALE3C-803STABILIZED CONSTRUCTION EXITNOT TO SCALE5C-803BIOROLLNOT TO SCALEANCHOR TRENCH INSTALLATION:1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL ANDCOMPACTOVERLAP END JOINTS MINIMUMOF 6" AND STAPLE OVERLAPAT 18" INTERVALSOVERLAP LONGITUDINALJOINTS MINIMUM OF 6"STAPLE DENSITY SHALL BE AMINIMUM OF 3 U-SHAPED 8",11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY ASDIRECTED BY THE CITY)ANCHOR TRENCH (SEE DETAILAND NOTES BELOW)ISOMETRICSEE GENERAL NOTESFOR BLANKET TYPESTAPLEBACKFILLEROSIONCONTROLBLANKETANCHOR TRENCH DETAIL6"12" TO 36"STEEL FENCE (T-POST) MINIMUM 5'LONG, MAX6' SPACINGATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES (50 LB TENSILE) PER POST IN TOP 8" OF FABRICGEOTEXTILE FABRIC OVERLAP FABRIC 6" ANDFASTEN AT 2' INTERVALSLAY FABRIC IN TRENCHFABRIC ANCHORAGE TRENCH BACKFILLTRENCH WITH TAMPED NATURAL SOILSUPPORT POST ANCHORAGE WITHTAMPED NATURAL SOILSECTION6"MIN.NOTES:1. FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATIONTHROUGH ROCK.2. ENTRANCE MUST BE MAINTAINED TO PREVENT SEDIMENTATION ON PUBLICROADWAYS.3. FUGITIVE ROCKS SHALL BE REMOVED FROM ADJACENT ROADWAYS DAILY ORMORE FREQUENTLY AS NECESSARY.1" - 2" WASHED ROCK18" MIN. CUT OFF BERM TOMINIMIZE RUNOFF FROM SITEISOMETRIC,620(75,&CURB AND GUTTEROVERFLOW IS 1/2 OF THECURB BOX HEIGHTDEFLECTOR PLATEOVERFLOW IS 1/2 OF THECURB BOX HEIGHTOVERFLOW AT THE TOP OF THEFILTER ASSEMBLYCURB10" FILTER ASSEMBLYHIGH-FLOW FABRIC:,0&252$''5$,1&*+,*+)/2:,1/(73527(&7,21&85%$1'*877(502'(/25$33529('(48$/1" X 2" X 18" LONG WOODEN STAKES AT1' 0" SPACING MAXIMUM.FLOWBIOROLLSECTIONNOTE: IF PLACED ON PAVED SURFACE, DO NOT STAKE INTO SURFACE.CONTRACTOR SHALL ENSURE BIOROLL IS PROPERLY FUNCTIONING ATLEAST DAILY AND AS REQUIRED BY THE SWPPP/NPDES PERMIT, IFAPPLICABLE.7C-803STORM SEWER JUNCTION MANHOLENOT TO SCALE7"VARIES12"36" - 48"5" MIN.27"VARIES48" TYP.3"GROUT BOTTOM OF MANHOLE TO A MINIMUM OF 1/2DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT.MANHOLE STEPS SHALL BE PLACED SO THATOFFSET VERTICAL PORTION OF CONE IS FACINGDOWNSTREAM FOR ALL PIPES UP TO 24''. PLACESTEPS ON RIGHT HAND SIDE WHEN FACING DOWNSTREAM FOR ALL PIPES 24'' AND OVERNEENAH R1642 FRAME AND COVER OR EQUALLETTERED, "STORM SEWER", WITH 2 CONCEALEDPICK HOLESMINIMUM OF 2 MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OF MORTARBETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'.INSTALL INTERNAL I&I BARRIER EULL'S ORAPPROVED EQUAL. ONLY PLASTIC SHIMS SHALL BEALLOWED IF NEEDED. MORTAR SHALL BE AIRENTRAINED UNDERGROUND UTILITY MORTARWHICH MEETS OR EXCEEDS ASTM C270 AND ASTMC387.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" ON CENTER. (NOSTEPS ALLOWED IN UPPER 27" BARREL.)ALL JOINTS IN MANHOLE TO HAVE PROFILEGASKETS PER ASTM C443PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OFWALL.MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14'IN DEPTH OR LESS. INCREASE THICKNESS 1" FOREACH ADDITIONAL 4' OF DEPTH, AND REINFORCE INACCORDANCE OF MNDOT STANDARD PLATE 4011E.DOG HOUSES MUST BE GROUTED BOTH INSIDE ANDOUTSIDE OF STRUCTURE. WASTERSTOP GROUTRING (RCP) OR WATERTIGHT BOOT (PVC) REQUIREDGROUTPLANSECTION758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/66C-803WILLOW CREEK SELECT PERMEABLE PAVERS OR APPROVED EQUALNOT TO SCALE*MNDOT TYPE 7 GOTEXTILE FABRIC 1C-804NOT TO SCALESTORM SEWER JUNCTION MANHOLE WITH REINFORCED TOPSLAB WITH SUMP AND SNOUT HOODVARIES48" TYP.27"7"36"VARIES12"5" MIN.3"MANHOLE STEPS SHALL BE PLACED SO THATOFFSET VERTICAL PORTION OF CONE IS FACINGDOWNSTREAM FOR ALL PIPES UP TO 24''. PLACESTEPS ON RIGHT HAND SIDE WHEN FACING DOWNSTREAM FOR ALL PIPES 24'' AND OVERNEENAH R1642 FRAME AND COVER OR EQUALLETTERED, "STORM SEWER", WITH 2 CONCEALEDPICK HOLES6" MIN. PRECAST REINFORCED CONCRETE MANHOLESLAB, REINFORCED IN ACCORDANCE WITH MNDOTPLATE 4020.TOP BARREL OF SECTION BELOW TOP SLAB TOHAVE FLAT TOP EDGE SEALED WITH 2 BEADS OFRAMNEK OR APPROVED EQUAL. EXTERNAL WRAP(GATOR WRAP OR APPROVED EQUAL) REQUIREDPIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OFWALL.MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14'IN DEPTH OR LESS. INCREASE THICKNESS 1" FOREACH ADDITIONAL 4' OF DEPTH, AND REINFORCE INACCORDANCE OF MNDOT STANDARD PLATE 4011E.GROUTMINIMUM OF 2 MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OF MORTARBETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'.INSTALL INTERNAL I&I BARRIER EULL'S ORAPPROVED EQUAL. ONLY PLASTIC SHIMS SHALL BEALLOWED IF NEEDED. MORTAR SHALL BE AIRENTRAINED UNDERGROUND UTILITY MORTARWHICH MEETS OR EXCEEDS ASTM C270 AND ASTMC387.ALL JOINTS IN MANHOLE TO HAVE PROFILEGASKETS PER ASTM C443MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" ON CENTER. (NOSTEPS ALLOWED IN UPPER 27" BARREL.)DOG HOUSES MUST BE GROUTED BOTH INSIDE ANDOUTSIDE OF STRUCTURE. WASTERSTOP GROUTRING (RCP) OR WATERTIGHT BOOT (PVC) REQUIREDPLANSECTION2C-804CONCRETE VALLEY GUTTERNOT TO SCALE3(5)79$5,$%/(  0($685(0(17)253$<0(17$$%%(;33$16,21-2,17,17(*5$/&$67(;3$16,21-2,17125(%$57<3,&$/SECTION B-B THRUCONCRETE GUTTERSECTION A-ATHRU B618 C&G 0,1$**5(*$7(%$6(8C-804ACCESSIBILITY SYMBOLNOT TO SCALE11"5"R13"R18"R24"24"18"10"5" (TYP)20"9.0°12"1' 6 3/4"26"4"4"6"BLUE HIGHWAY PAINTBACKGROUND 2 COATS (TYPICAL)INTERNATIONAL SYMBOL OFACCESSIBILITYAPPLIED TO THE CENTER OF EACHREQUIREDACCESSIBLE SPACE WITH BLUE PAINTBACKGROUNDAND WHITE PAINT FOR SYMBOL ANDPERIMETER EDGE5" WIDE WHITE STRIPING2 COATS (TYPICAL)FILL POST WITH CONCRETEMOUND SMOOTHLY AT TOP6" SCH. 40 STEEL PIPE FILLED W/ CONCRETEPROVIDE IDEAL-SHIELD SLEEVE OVER PIPE. CONTRACTORTO COORDINATE COLOR SELECTION WITH OWNER AND ARCHITECTSLOPE TOP OF CONCRETESET POST IN CONCRETE10C-804BOLLARDNOT TO SCALE9C-804ACCESSIBILITY STRIPINGNOT TO SCALE2'4"ACCESSIBILITYSYMBOL, SEE DETAILNO PARKINGNOTES:1. STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE.2. DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL.3. SEE PLAN FOR STALL DIMENSIONS.4. DIMENSION "NO PARKING" TO BE 1' TALL.5. SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.SIDEWALKSEE SITE PLAN ANDGRADING PLANSIGN POST 1' OFF BACK OF CURB OR SIDEWALKEDGE. SEE SITE PLAN FOR PLACEMENT1'1'3C-804CONCRETE SIDEWALKNOT TO SCALE4C-804CONCRETE PAVEMENTNOT TO SCALE5C-804HEAVY DUTY BITUMINOUS PAVEMENTNOT TO SCALE11C-804ADA PARKING SIGNS AND POST DETAILNOT TO SCALE7C-804STANDARD PARKING LOT SIGNSNOT TO SCALE6C-804TYPICAL PAVEMENT MARKINGSNOT TO SCALE&203$&7('68%*5$'(&21&5(7(3$9(0(17 7<3()$ 01'27&/$66$**5(*$7(%$6( &586+(' &203$&7('68%*5$'(&21&5(7(3$9(0(17 7<3()$ 01'27&/$66$**5(*$7(%$6( &586+(' &203$&7('68%*5$'(%,780,1286:($5&2856( 63:($% 3(501'2701'27&/$66$**5(*$7(%$6( &586+(' %,780,12867$&.&2$73(501'27%,780,1286121:($5&2856( 631:%% 3(501'2712" SELECT GRANULAR BORROW ORAPPROVED SUBGRADE PER THERECOMMENDATIONS OF THEGEOTECHNICAL ENGINEERSUBGRADE PREPARATIONSEE PLAN4"15"2'-8"2'-8"9"15"4"4"15"28"8"TYPICALPAVEMENT STRIPINGTRAFFIC ARROW TYPICAL LETTERNOTES:1. PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS.2. PAINT SHALL BE NON-REFLECTIVE WHITE PAINT FOR ALL TYPICAL PAVEMENTMARKINGSTYPICALCROSSWALK PANELSEE PLAN2'3$5.,1*9(+,&/(,'5(48,5('8372),1()259,2/$7,219$1$&&(66,%/(R5-130"X30"W11A-224"X24"R1-130"X30"R7-8m ACCESSIBLE PARKING - 12"x18"R7-8bP VAN ACCESSIBLE - 12"x6"ORR1-5C18"X24"R7-1 MODIFIED NO PARKING ANY TIMEEXCLUDE ARROW - 12"x18"GROUND LINE4'CLEARANCE HEIGHT4" MAXCLEARANCE HEIGHT:60” MINIMUM66” MAXIMUMDISABLED PARKING SIGNR7-8mVAN ACCESSIBLE PLAQUER7-8bP5/16" X 3 1/2"STAINLESS STEEL BOLT5/16" LOCK NUT(SIGN POST TO ANCHOR POST)PRE-PUNCHED SQUARE TUBESIGN POST2" X 2" X 12' X 12GA.THE SIGN POST SHALL BE NESTEDINTO THE ANCHOR ASSEMBLY AS FARAS POSSIBLE TO INSURE MAXIMUMSTABILITY OF SIGN POST.THIS MAY REQUIRE THE REMOVAL OFSEVERAL INCHES OF SOIL BY HANDFROM THE ANCHOR BASE ASSEMBLY.2 1/2" X 2 1/2" X 18" SLEEVEPREPUNCHED SQUARE TUBEANCHOR ASSEMBLY2-1/4" X 2-1/4" X 4' X 12GA.NOTES:1. SEE MnDOT STANDARD SIGN MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGSOF TYPE "C" SIGN PANELS.2. SEE MnDOT TRAFFIC ENGINEERING MANUAL CHAPTER 6 FOR DETAILS OF TRAFFICSIGN INSTALLATION.758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 TOP OF STORMTRAP = 825.50 (WEST); 826.50 (EAST)1C-805CROSS-SECTION OF PERMEABLE PAVEMENT AND STORMTRAP SYSTEMSNOT TO SCALE4" PERFORATEDDRAIN TILE PIPESTORMTRAP INVERT = 822.00 (WEST); 824.00 (EAST)INSIDE TOP OF STORMTRAP = 825.00 (WEST); 826.00 (EAST)4" PERFORATEDDRAIN TILE PIPEEPDMIMPERMEABLELINER ORAPPROVEDEQUALCONCRETE VALLEY GUTTERCONCRETE VALLEY GUTTER2" MIN. SANDCUSHIONGRANULARBORROW SECTION12" CLASS 5AGGREGATE SECTIONSEE DETAIL 5/C-8044" BITUMINOUSPAVEMENT SECTIONSEE DETAIL 5/C-804NON-WOVEN GEOTEXTILE FABRIC PERMANIFACTURER RECOMMENDATIONSTORMTRAP SET ON APPROVED SUBGRADEPER MANUFACTURER RECOMMENDATIONAPPROVED SUBGRADEENGINEERED BACKFILL PERMANUFACTURER DETAILAPPROVED SUBGRADEENGINEERED BACKFILL PERMANUFACTURER DETAILFINISHED GRADE WILLOW CREEK(ORAPPROVED EQUAL) PERMEABLE PAVER2" MIN. BEDDING STONE (ASTM NO. 8 OR NO. 9)4" MIN. BASE STONE (ASTM NO. 57)12" MIN. SUB-BASE STONE (ASTM NO. 2)NON-WOVEN GEOTEXTILE FABRIC2C-805OUTLET CONTROL STRUCTURENOT TO SCALEVARIES48" TYP.5"48" DIA. PRECASTCONCRETE OUTLETSTRUCTUREPRECASTCONCRETE WEIRWALL57 IN. DIA. OUTERDIA. 1/4"x1" FLATSTEELSEE DETAILA-AFOUR (4) 1/2 IN. DIA.-13 UNC HEXHEAD STAINLESS STEEL BOLTSWITH NUTS AND WASHERS#5 SMOOTH BAR @ 4 IN. O.C.EACH WAYHOT-DIPPEDGALVANIZED GRATEPRECAST CONCRETEWEIR WALLMINIMUM SLAB THICKNESS 6" FORSTRUCTURES 14' IN DEPTH OR LESS.INCREASE THICKNESS 1" FOR EACHADDITIONAL 4' OF DEPTH, ANDREINFORCE IN ACCORDANCE OF MNDOTSTANDARD PLATE 4011E.PRECAST CONCRETEOUTLET STRUCTUREDETAIL A-ANOTES1. DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OFSTRUCTURE. WASTERSTOP GROUT RING (RCP) OR WATERTIGHT BOOT(PVC) REQUIRED2. HAALA INDUSTRIES POND SKIMMER GRATE OR EQUAL REQUIREDPLANINFLOWSECTIONPLAN (GRATE)24"48"24"24"12"12" HDPE PIPE (INFLOW)12" HDPE PIPE (OUTFLOW)14" STEEL PLATE3"INFLOWINFLOWOUTFLOWOUTFLOWOUTFLOW758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 14"7"136"6"1312"6.25% SLOPE7232)%,780,12860$7(5,$/55512"18" B61812" B61224" B624&/$66$**5(*$7(%$6( &586+(' 8"1C-806CONCRETE CURB AND GUTTERNOT TO SCALE2C-806CONCRETE CURB AND GUTTER - TIP OUTNOT TO SCALE3C-806SURMOUNTABLE CURB AND GUTTERNOT TO SCALETOP OF BITUMINOUSMATERIAL12" R5136"12 " R6"1212"6" CLASS 5 AGGREGATEBASE (100% CRUSHED)MATCHROAD SLOPE12"8"7"18" B61812" B61224" B62416"1712"1012"28" 5 5 57232)%,780,12864C-806RIBBON CURBNOT TO SCALE6" CLASS 5AGGREGATE BASE(100% CRUSHED)COMPACTED SUBGRADEBITUMINOUS PAVEMENTSECTION2'SEELANDSCAPEPLANCONCRETE1'758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 758(1257+3/$11257+%.9‹%.9*URXS6+((7180%(56+((77,7/('5$:1%<&+(&.('%<&200,66,21180%(5352-(&77,7/(&2168/7$176&(57,),&$7,21??XVSSIVV?VKDUHGBSURMHFWV??B'(6,*1?B&$'?3/$16+((76?&'(7$,/6GZJ(',1$),5(67$7,21&'(7$,/6 File #193806197 May 31, 2023 Prepared by: Stantec Consulting Services Inc. 1800 Pioneer Creek Center Maple Plain, MN 55359 Phone: 7963-479-4200 Fax: 763-479-4242 Prepared for: City of Edina 4801 W. 50th Street Edina, MN 55424 Traffic and Parking Study for Community Health and Safety Center in Edina, MN May 2023 i Table of Contents TABLE OF CONTENTS ..................................................................................... I 1.0 EXECUTIVE SUMMARY ...................................................................... 1-1 2.0 PURPOSE AND BACKGROUND ........................................................... 2-1 3.0 EXISTING CONDITIONS .................................................................... 3-1 4.0 TRAFFIC FORECASTS ........................................................................ 4-1 5.0 TRAFFIC ANALYSIS ........................................................................... 5-5 6.0 PARKING ANALYSIS ......................................................................... 6-1 7.0 CONCLUSIONS AND RECOMMENDATIONS ......................................... 7-1 8.0 APPENDIX ........................................................................................ 8-1 FIGURES FIGURE 1 PROJECT LOCATION .................................................................. 2-2 FIGURE 2 SITE PLAN ................................................................................ 2-3 FIGURE 3 EXISTING CONDITIONS ............................................................. 3-3 FIGURE 4 WEEKDAY A.M. PEAK HOUR VOLUMES ........................................ 4-3 FIGURE 4 WEEKDAY P.M. PEAK HOUR VOLUMES ......................................... 4-4 FIGURE 5 WEEKDAY A.M. PEAK HOUR LOS RESULTS ................................... 5-8 FIGURE 5 WEEKDAY P.M. PEAK HOUR LOS RESULTS ................................... 5-9 I hereby certify that this 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. __________________________________ DATE: May 31, 2023 Edward F. Terhaar License No. 24441 May 2023 1-1 1.0 Executive Summary The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed new Community Health and Safety Center located at 4401 76th Street W. in Edina, MN. The proposed project location is currently occupied by an office building and parking lot. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: x France Avenue/76th Street W. x France Avenue/Parklawn Avenue x 76th Street W./Parklawn Avenue x 77th Street W./Parklawn Avenue x 77th Street W./Minnesota Drive x 76th Street W./development access (future only) The proposed project will involve removal of the existing building and constructing a new 36,000 square foot building with space for the Fire Department and Community Health Department. The project is expected to include 90 parking stalls. As shown in the site plan, three access points are provided on 76th Street W. The project is expected to be completed in 2025. The conclusions drawn from the information and analyses presented in this report are as follows: x The proposed development is expected to add 84 trips during the a.m. peak hour, 84 trips during the p.m. peak hour, and 206 trips daily. x The former office building use, when fully occupied, is estimated to have generated 155 trips during the a.m. peak hour, 147 trips during the p.m. peak hour, and 1,106 trips daily. x The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. x Future plans for this area include a new primary sidewalk on 77th Street and a secondary sidewalk on Parklawn south of 76th Street. Future plans for this area also include standard bike lanes on 77th Street, Parklawn Avenue, and Minnesota Drive and buffered bike lanes on 76th Street and France Avenue. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. x The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and visitors. May 2023 1-2 x The proposed 90 parking spaces are 14 spaces more than the expected peak parking demand based the number of employees and visitors. Edina City code requires one space per employee on the major shift, one space per government-owned vehicle, and ten visitor spaces. This equates to 83 spaces. x Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. o Providing bicycle parking spaces for employees and visitors. o Offering a pre-paid Metro Transit Go-To Card to employees. May 2023 2-1 2.0 Purpose and Background The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed new Community Health and Safety Center located at 4401 76th Street W. in Edina, MN. The proposed project location is currently occupied by an office building and parking lot. The project location is shown in Figure 1. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: x France Avenue/76th Street W. x France Avenue/Parklawn Avenue x 76th Street W./Parklawn Avenue x 77th Street W./Parklawn Avenue x 77th Street W./Minnesota Drive x 76th Street W./development access (future only) Proposed Development Characteristics The proposed project will involve removal of the existing building and constructing a new 36,000 square foot building with space for the Fire Department and Community Health Department. The project is expected to include 90 parking stalls. As shown in the site plan, three access points are provided on 76th Street W. The project is expected to be completed in 2025. The current site plan is shown in Figure 2. May 2023 2-2 May 2023 2-3 May 2023 3-1 3.0 Existing Conditions The proposed site is currently occupied by an office building and associated parking lot. The site is bounded by 76th Street on the north and commercial uses on the east, west, and south. Near the site location, 76th Street and Parklawn Avenue are a four lane undivided roadways. To the west, 77th Street is a five-lane roadway with a center left turn lane. To the east, France Avenue is a six lane roadway with turns lanes and signal control at major intersections. Existing conditions at the proposed project location are shown in Figure 3 and described below. France Avenue/76th Street W. This intersection has four approaches and is controlled with a traffic signal. The eastbound and westbound approaches provide two left turn lanes, two through lanes, and one right turn lane. The southbound approach provides one left turn lane, three through lanes, and one right turn lane. The northbound approach provides one left turn lane, three through lanes, and one through/right turn lane. France Avenue/Parklawn Avenue This intersection has four approaches and is controlled with a traffic signal. The eastbound and westbound approaches provide one left turn lane, one through lane, and one right turn lane. The southbound approach provides one left turn lane, two through lanes, and one through/right turn lane. The northbound approach provides one left turn lane, three through lanes, and one right turn lane. 76th Street W./Parklawn Avenue This intersection has three approaches and is controlled with a stop sign on the southbound approach. The eastbound approach provided one left turn/through lane and one through lane. The westbound approach provides one through lane and one through/right turn lane. The southbound approach provides one left/right turn lane. 77th Street W./Parklawn Avenue This four-way intersection is controlled with a traffic signal. The eastbound approach provides two left turn lanes and one through/right turn lane. The westbound approach provides one left turn lane, one through lane, and one through/right turn lane. The southbound approach provides one left turn/through lane and two right turn lanes. The northbound approach provides one left turn/through/right turn lane. The south leg provides access to a commercial use on the south side of 77th Street. May 2023 3-2 77th Street W./Minnesota Drive This four-way intersection is controlled with a traffic signal. The eastbound approach provides one left turn/through lane and one through/right turn lane. The westbound approach provides one left turn lane, one through lane, and one right turn lane. The northbound approach provides one left turn lane, one through lane, and one right turn lane. The southbound approach provides one left turn/through lane and one through/right turn lane. Traffic Volume Data Weekday traffic volume data was recorded at the existing intersections in April, 2023. Existing traffic volume data is presented later in this report. May 2023 3-3 May 2023 4-1 4.0 Traffic Forecasts Traffic Forecast Scenarios To adequately address the impacts of the proposed project, forecasts and analyses were completed for the year 2025. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: x 2023 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by the uses near the project site. x 2025 No-Build. Existing volumes at the subject intersections were increased by 1.0 percent per year to determine 2025 No-Build volumes. The 1.0 percent per year growth rate was calculated based on both recent growth experienced near the site and projected growth due to additional development in the area. x 2025 Build. Trips generated by the proposed development were added to the 2025 No-Build volumes to determine 2025 Build volumes. Trip Generation for Proposed Project Weekday a.m. and p.m. peak hour trip generation estimates for the proposed development were calculated based on detailed employee and visitor information provided by City staff. This information indicated a maximum of 36 employees and visitors for the fire and public health offices and 40 visitors for the community space are expected during a typical weekday. The resultant trip generation estimates are shown in Table 4-1. Table 4-1 Trip Generation for Proposed Project Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday Daily In Out Total In Out Total Total Fire and Public Health Offices 36 employees and visitors 36 4 40 4 36 40 100 Community space 40 visitors 40 4 44 4 36 40 106 Total trips 76 8 84 8 76 84 206 As shown, the project adds 84 trips during the a.m. peak hour, 84 trips during the p.m. peak hour, and 206 trips daily. May 2023 4-2 Trip Generation for Former Office Building Use Weekday a.m. and p.m. peak hour trip generation estimates for the former office building use were calculated with data presented in the eleventh edition of Trip Generation, published by the Institute of Transportation Engineers (ITE). The resultant trip generation estimates are shown in Table 4-2. Table 4-1 Trip Generation for Former Office Building Use Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday Daily In Out Total In Out Total Total Office 102,000 SF 136 19 155 25 122 147 1106 Trip Distribution Percentages Trip distribution percentages for the subject development trips were established based on the nearby roadway network, existing and expected future traffic patterns, and location of the subject development in relation to major attractions and population concentrations. The distribution percentages for trips generated by the proposed development are as follows: x 25 percent to/from the north on France Avenue x 35 percent to/from the south on France Avenue x 25 percent to/from the west on 77th Street x 5 percent to/from the east on 76th Street x 5 percent to/from the south on Johnson Avenue x 5 percent to/from the east on Minnesota Drive Traffic Volumes Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant traffic volumes are presented in Figures 4 and 5. May 2023 4-3 May 2023 4-4 May 2023 5-5 5.0 Traffic Analysis Intersection Level of Service Analysis Traffic analyses were completed for the subject intersections for all scenarios described earlier during the weekday a.m. and p.m. peak hours using Synchro software. Initial analysis was completed using existing geometrics and intersection control. Capacity analysis results are presented in terms of level of service (LOS), which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best intersection operation, with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay. The following is a detailed description of the conditions described by each LOS designation: x Level of service A corresponds to a free flow condition with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. x Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. x Level of service C depicts a restricted flow which remains stable, but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this level. The delay ranges from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an unsignalized intersection at this level. x Level of service D corresponds to high-density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds for a signalized intersection and 25 to 35 seconds for an unsignalized intersection. x Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. x Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues, stop-and-go waves, poor travel times, low comfort and convenience, and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. May 2023 5-6 The LOS results for the study intersections are shown in Figures 6 and 7 and are discussed below. 2023 Existing Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS France Avenue/76th Street W. Signal C/D C/E France Avenue/Parklawn Avenue Signal C/D C/E 76th Street W./Parklawn Avenue SB stop A/B A/B 77th Street W./Parklawn Avenue Signal B/C C/D 77th Street W./Minnesota Drive Signal C/C C/D Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS E or better. 2025 No Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS France Avenue/76th Street W. Signal C/D C/E France Avenue/Parklawn Avenue Signal C/D C/E 76th Street W./Parklawn Avenue SB stop A/B A/B 77th Street W./Parklawn Avenue Signal B/C C/D 77th Street W./Minnesota Drive Signal C/C C/D Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS E or better. 2025 Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS France Avenue/76th Street W. Signal C/D C/E France Avenue/Parklawn Avenue Signal C/D C/E 76th Street W./Parklawn Avenue SB stop A/B A/B 77th Street W./Parklawn Avenue Signal B/C C/D 77th Street W./Minnesota Drive Signal C/C C/D 76th Street W./proposed access NB stop A/B A/C Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and movements operate at LOS E or better. May 2023 5-7 Overall Traffic Impact The net trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. Bicycle and Pedestrian Facilities Under existing conditions, sidewalk is provided on both sides of 76th Street, both sides of Parklawn Avenue north of 76th Street, the south side of 77th Street, the west side of Parklawn Avenue south of 76th Street, both sides of France Avenue, and both sides of Minnesota Drive. All signalized intersections in the study have crosswalks across all approaches. Bicycles are allowed on all the surrounding streets. Future plans for this area include a new primary sidewalk on 77th Street and a secondary sidewalk on Parklawn south of 76th Street. Future plans for this area also include standard bike lanes on 77th Street, Parklawn Avenue, and Minnesota Drive and buffered bike lanes on 76th Street and France Avenue. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and visitors. Transit Facilities The subject site presently is served by the Metro Transit bus routes 6 and 540. Bus stops exist on 76th Street, Parklawn Avenue, 77th Street, France Avenue, and Minnesota Drive. Travel Demand Management Plan (TDM) Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: x Providing maps that show the area bus routes and schedules. x Providing maps of bicycle and pedestrian facilities. x Providing information on starting and joining commuter programs. x Providing bicycle parking spaces for employees and visitors. x Offering a pre-paid Metro Transit Go-To Card to employees. The goal of the TDM plan is a 10-20 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. The overall cost of the strategies is estimated at $2,000. May 2023 5-8 May 2023 5-9 May 2023 6-1 6.0 Parking Analysis As described earlier, the project is expected to include 90 parking stalls. The proposed amount of parking was compared to the expected number of employees and visitors to determine adequacy. Detailed employee and visitor information provided by City staff indicated a maximum of 36 employees and visitors for the fire and public health offices and 40 visitors for the community space are expected during a typical weekday. Assuming one person per vehicle results in a peak parking demand of 76 spaces. The 90 proposed spaces are 14 spaces more than the expected peak parking demand. Edina City code requires one space per employee on the major shift, one space per government-owned vehicle, and ten visitor spaces. This equates to 83 spaces. May 2023 7-1 7.0 Conclusions and Recommendations The conclusions drawn from the information and analyses presented in this report are as follows: x The proposed development is expected to add 84 trips during the a.m. peak hour, 84 trips during the p.m. peak hour, and 206 trips daily. x The former office building use, when fully occupied, is estimated to have generated 155 trips during the a.m. peak hour, 147 trips during the p.m. peak hour, and 1,106 trips daily. x Future plans for this area include a new primary sidewalk on 77th Street and a secondary sidewalk on Parklawn south of 76th Street. Future plans for this area also include standard bike lanes on 77th Street, Parklawn Avenue, and Minnesota Drive and buffered bike lanes on 76th Street and France Avenue. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. x The project owner is encouraged to provide bicycle parking spaces to promote bicycle use. Outside racks for short-term parking are recommended for employees and visitors. x The proposed 90 parking spaces are 14 spaces more than the expected peak parking demand based the number of employees and visitors. Edina City code requires one space per employee on the major shift, one space per government-owned vehicle, and ten visitor spaces. This equates to 83 spaces. x Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. o Providing bicycle parking spaces for employees and visitors. o Offering a pre-paid Metro Transit Go-To Card to employees. May 2023 8-1 8.0 Appendix x Level of Service Worksheets +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH 3DUNODZQ$YH U:\193806197\technical\synchro\am.syn 2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 20 64 66 22 97 77 685 106 107 632 50 Future Volume (veh/h) 52 20 64 66 22 97 77 685 106 107 632 50 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 56 22 69 71 24 104 83 737 114 115 680 54 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 514 311 264 531 335 284 260 1385 430 280 1364 108 Arrive On Green 0.13 0.17 0.17 0.14 0.18 0.18 0.29 0.54 0.54 0.16 0.28 0.28 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 5106 1585 1781 4825 381 Grp Volume(v), veh/h 56 22 69 71 24 104 83 737 114 115 478 256 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1585 1781 1702 1802 Q Serve(g_s), s 2.1 0.9 3.4 2.6 1.0 5.2 3.3 8.4 3.5 5.2 10.6 10.7 Cycle Q Clear(g_c), s 2.1 0.9 3.4 2.6 1.0 5.2 3.3 8.4 3.5 5.2 10.6 10.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.21 Lane Grp Cap(c), veh/h 514 311 264 531 335 284 260 1385 430 280 962 509 V/C Ratio(X) 0.11 0.07 0.26 0.13 0.07 0.37 0.32 0.53 0.27 0.41 0.50 0.50 Avail Cap(c_a), veh/h 587 333 282 581 335 284 297 1385 430 297 962 509 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.3 31.6 32.7 22.6 30.7 32.4 28.4 16.9 15.8 34.2 26.9 27.0 Incr Delay (d2), s/veh 0.1 0.1 0.5 0.1 0.1 0.8 0.7 1.4 1.4 1.0 1.8 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.4 1.3 1.1 0.4 2.0 1.4 2.7 1.3 2.3 4.4 4.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.4 31.7 33.2 22.8 30.8 33.2 29.1 18.3 17.2 35.1 28.8 30.5 LnGrp LOS CCCCCCCBBDCC Approach Vol, veh/h 147 199 934 849 Approach Delay, s/veh 29.2 29.2 19.2 30.2 Approach LOS C C B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.2 30.4 18.5 21.0 19.1 31.4 17.3 22.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 20.0 15.0 16.0 15.0 20.0 15.0 16.0 Max Q Clear Time (g_c+I1), s 7.2 10.4 4.6 5.4 5.3 12.7 4.1 7.2 Green Ext Time (p_c), s 0.1 3.7 0.1 0.2 0.1 2.7 0.1 0.2 Intersection Summary HCM 6th Ctrl Delay 25.2 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH :WK6W U:\193806197\technical\synchro\am.syn 2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 114 107 66 148 149 54 171 719 137 114 504 153 Future Volume (veh/h) 114 107 66 148 149 54 171 719 137 114 504 153 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 121 114 70 157 159 57 182 765 146 121 536 163 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 288 474 211 288 474 211 237 2794 520 172 2412 749 Arrive On Green 0.08 0.13 0.13 0.08 0.13 0.13 0.04 0.17 0.16 0.19 0.94 0.94 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 1781 5490 1022 1781 5106 1585 Grp Volume(v), veh/h 121 114 70 157 159 57 182 670 241 121 536 163 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1781 1609 1686 1781 1702 1585 Q Serve(g_s), s 3.0 2.6 3.6 3.9 3.7 2.9 9.1 10.9 11.3 5.7 0.7 0.6 Cycle Q Clear(g_c), s 3.0 2.6 3.6 3.9 3.7 2.9 9.1 10.9 11.3 5.7 0.7 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.61 1.00 1.00 Lane Grp Cap(c), veh/h 288 474 211 288 474 211 237 2456 858 172 2412 749 V/C Ratio(X) 0.42 0.24 0.33 0.55 0.34 0.27 0.77 0.27 0.28 0.70 0.22 0.22 Avail Cap(c_a), veh/h 346 513 229 384 553 247 396 2456 858 277 2412 749 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 0.95 0.95 0.95 Uniform Delay (d), s/veh 39.2 34.9 35.4 39.6 35.4 35.1 41.6 22.9 23.2 35.1 1.3 1.3 Incr Delay (d2), s/veh 1.0 0.3 1.1 1.6 0.5 0.8 4.7 0.3 0.7 4.9 0.2 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 1.1 1.4 1.7 1.6 1.2 4.5 4.6 5.1 2.5 0.2 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.2 35.2 36.5 41.2 35.9 35.9 46.4 23.2 23.9 40.0 1.5 2.0 LnGrp LOS DDDDDDDCCDAA Approach Vol, veh/h 305 373 1093 820 Approach Delay, s/veh 37.5 38.1 27.2 7.3 Approach LOS D D C A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 46.5 11.5 16.0 12.7 49.8 11.5 16.0 Change Period (Y+Rc), s 4.5 5.5 4.5 6.0 4.5 5.5 4.5 6.0 Max Green Setting (Gmax), s 19.5 29.5 8.5 12.0 13.5 35.5 9.5 11.0 Max Q Clear Time (g_c+I1), s 11.1 2.7 5.0 5.7 7.7 13.3 5.9 5.6 Green Ext Time (p_c), s 0.4 13.0 0.1 1.0 0.5 14.6 0.2 0.6 Intersection Summary HCM 6th Ctrl Delay 23.7 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  3DUNODZQ$YH :WK6W U:\193806197\technical\synchro\am.syn 2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 297 343 1 1 155 44 1 1 1 30 1 322 Future Volume (veh/h) 297 343 1 1 155 44 1 1 1 30 1 322 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 309 357 1 1 161 46 1 1 1 31 1 335 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 756 527 1 211 576 160 74 74 74 279 9 1009 Arrive On Green 0.22 0.28 0.27 0.12 0.21 0.18 0.13 0.13 0.11 0.16 0.16 0.16 Sat Flow, veh/h 3456 1864 5 1781 2748 762 579 579 579 1728 56 2790 Grp Volume(v), veh/h 309 0 358 1 102 105 3 0 0 32 0 335 Grp Sat Flow(s),veh/h/ln 1728 0 1869 1781 1777 1733 1737 0 0 1784 0 1395 Q Serve(g_s), s 4.2 0.0 9.3 0.0 2.7 2.8 0.1 0.0 0.0 0.8 0.0 4.8 Cycle Q Clear(g_c), s 4.2 0.0 9.3 0.0 2.7 2.8 0.1 0.0 0.0 0.8 0.0 4.8 Prop In Lane 1.00 0.00 1.00 0.44 0.33 0.33 0.97 1.00 Lane Grp Cap(c), veh/h 756 0 528 211 373 363 222 0 0 288 0 1009 V/C Ratio(X) 0.41 0.00 0.68 0.00 0.27 0.29 0.01 0.00 0.00 0.11 0.00 0.33 Avail Cap(c_a), veh/h 1229 0 1398 260 972 948 317 0 0 488 0 1323 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.4 0.0 17.5 21.3 18.2 18.5 21.1 0.0 0.0 19.6 0.0 12.7 Incr Delay (d2), s/veh 0.5 0.0 2.3 0.0 0.5 0.6 0.0 0.0 0.0 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 3.9 0.0 1.0 1.1 0.0 0.0 0.0 0.3 0.0 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.8 0.0 19.8 21.3 18.7 19.1 21.1 0.0 0.0 19.8 0.0 12.9 LnGrp LOS BABCBBCAABAB Approach Vol, veh/h 667 208 3 367 Approach Delay, s/veh 19.3 18.9 21.1 13.5 Approach LOS B B C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.5 20.5 12.8 15.5 15.5 11.0 Change Period (Y+Rc), s 4.5 * 5.5 5.0 5.5 5.5 5.0 Max Green Setting (Gmax), s 7.5 * 41 14.0 17.5 28.5 9.0 Max Q Clear Time (g_c+I1), s 2.0 11.3 6.8 6.2 4.8 2.1 Green Ext Time (p_c), s 0.0 2.5 1.1 1.4 1.0 0.0 Intersection Summary HCM 6th Ctrl Delay 17.5 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  -RKQVRQ$YH6:WK6W 0LQQHVRWD'U U:\193806197\technical\synchro\am.syn 2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 1 1 27 44 175 7 22 20 250 31 39 Future Volume (veh/h) 1 1 1 27 44 175 7 22 20 250 31 39 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 1 1 1 29 48 0 8 24 0 272 34 42 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 132 132 133 433 454 305 321 433 185 228 Arrive On Green 0.11 0.11 0.09 0.24 0.24 0.00 0.17 0.17 0.00 0.24 0.24 0.21 Sat Flow, veh/h 1154 1158 1162 1781 1870 1585 1781 1870 1585 1781 761 940 Grp Volume(v), veh/h 2 0 1 29 48 0 8 24 0 272 0 76 Grp Sat Flow(s),veh/h/ln 1813 0 1661 1781 1870 1585 1781 1870 1585 1781 0 1701 Q Serve(g_s), s 0.1 0.0 0.1 0.9 1.4 0.0 0.3 0.8 0.0 9.6 0.0 2.5 Cycle Q Clear(g_c), s 0.1 0.0 0.1 0.9 1.4 0.0 0.3 0.8 0.0 9.6 0.0 2.5 Prop In Lane 0.64 0.70 1.00 1.00 1.00 1.00 1.00 0.55 Lane Grp Cap(c), veh/h 207 0 190 433 454 305 321 433 0 413 V/C Ratio(X) 0.01 0.00 0.01 0.07 0.11 0.03 0.07 0.63 0.00 0.18 Avail Cap(c_a), veh/h 233 0 214 611 641 433 454 611 0 583 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.5 0.0 28.1 20.4 20.6 0.0 24.1 24.3 0.0 23.7 0.0 21.5 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.0 1.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.4 0.6 0.0 0.1 0.3 0.0 4.0 0.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.5 0.0 28.1 20.5 20.7 0.0 24.2 24.4 0.0 25.2 0.0 21.7 LnGrp LOS C A C C C C C C A C Approach Vol, veh/h 3 77 32 348 Approach Delay, s/veh 27.8 20.6 24.4 24.4 Approach LOS CCCC Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.0 12.0 21.0 21.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 7.0 22.0 22.0 Max Q Clear Time (g_c+I1), s 2.8 2.1 11.6 3.4 Green Ext Time (p_c), s 0.0 0.0 1.0 0.2 Intersection Summary HCM 6th Ctrl Delay 23.8 HCM 6th LOS C Notes Unsignali]ed Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. +&0WK7:6&  :WK6W 3DUNODZQ$YH U:\193806197\technical\synchro\am.syn 2023 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 41 233 320 20 16 75 Future Vol, veh/h 41 233 320 20 16 75 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, %222222 Mvmt Flow 42 240 330 21 16 77 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 351 0 - 0 545 176 Stage 1 ----341- Stage 2 ----204- Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 ----5.84- Critical Hdwy Stg 2 ----5.84- Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1204 - - - 468 837 Stage 1 ----692- Stage 2 ----810- Platoon blocked, % - - - Mov Cap-1 Maneuver 1204 - - - 449 837 Mov Cap-2 Maneuver ----449- Stage 1 ----664- Stage 2 ----810- Approach EB WB SB HCM Control Delay, s 1.3 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1204 - - - 727 HCM Lane V/C Ratio 0.035 - - - 0.129 HCM Control Delay (s) 8.1 0.1 - - 10.7 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.4 +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH 3DUNODZQ$YH U:\193806197\technical\synchro\am.syn 2025 NB Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 53 20 65 67 22 99 79 699 108 109 645 51 Future Volume (veh/h) 53 20 65 67 22 99 79 699 108 109 645 51 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 57 22 70 72 24 106 85 752 116 117 694 55 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 515 311 264 532 335 284 261 1379 428 281 1356 107 Arrive On Green 0.13 0.17 0.17 0.14 0.18 0.18 0.29 0.54 0.54 0.16 0.28 0.28 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 5106 1585 1781 4826 380 Grp Volume(v), veh/h 57 22 70 72 24 106 85 752 116 117 488 261 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1585 1781 1702 1802 Q Serve(g_s), s 2.1 0.9 3.5 2.6 1.0 5.3 3.4 8.6 3.5 5.3 10.8 10.9 Cycle Q Clear(g_c), s 2.1 0.9 3.5 2.6 1.0 5.3 3.4 8.6 3.5 5.3 10.8 10.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.21 Lane Grp Cap(c), veh/h 515 311 264 532 335 284 261 1379 428 281 956 506 V/C Ratio(X) 0.11 0.07 0.27 0.14 0.07 0.37 0.33 0.55 0.27 0.42 0.51 0.52 Avail Cap(c_a), veh/h 587 333 282 581 335 284 297 1379 428 297 956 506 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.2 31.6 32.7 22.6 30.7 32.5 28.3 17.1 15.9 34.2 27.2 27.2 Incr Delay (d2), s/veh 0.1 0.1 0.5 0.1 0.1 0.8 0.7 1.5 1.5 1.0 1.9 3.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.4 1.4 1.1 0.4 2.1 1.4 2.8 1.4 2.3 4.5 5.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.3 31.7 33.2 22.7 30.8 33.3 29.0 18.6 17.4 35.2 29.1 30.9 LnGrp LOS CCCCCCCBBDCC Approach Vol, veh/h 149 202 953 866 Approach Delay, s/veh 29.2 29.2 19.4 30.5 Approach LOS C C B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.2 30.3 18.5 21.0 19.2 31.3 17.4 22.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 20.0 15.0 16.0 15.0 20.0 15.0 16.0 Max Q Clear Time (g_c+I1), s 7.3 10.6 4.6 5.5 5.4 12.9 4.1 7.3 Green Ext Time (p_c), s 0.1 3.7 0.1 0.2 0.1 2.7 0.1 0.2 Intersection Summary HCM 6th Ctrl Delay 25.4 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH :WK6W U:\193806197\technical\synchro\am.syn 2025 NB Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 116 109 67 151 152 55 174 733 140 116 514 156 Future Volume (veh/h) 116 109 67 151 152 55 174 733 140 116 514 156 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 123 116 71 161 162 59 185 780 149 123 547 166 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 288 474 211 288 474 211 240 2787 520 174 2403 746 Arrive On Green 0.08 0.13 0.13 0.08 0.13 0.13 0.04 0.17 0.16 0.20 0.94 0.94 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 1781 5488 1024 1781 5106 1585 Grp Volume(v), veh/h 123 116 71 161 162 59 185 684 245 123 547 166 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1781 1609 1686 1781 1702 1585 Q Serve(g_s), s 3.0 2.6 3.7 4.0 3.7 3.0 9.2 11.1 11.5 5.8 0.7 0.7 Cycle Q Clear(g_c), s 3.0 2.6 3.7 4.0 3.7 3.0 9.2 11.1 11.5 5.8 0.7 0.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.61 1.00 1.00 Lane Grp Cap(c), veh/h 288 474 211 288 474 211 240 2451 856 174 2403 746 V/C Ratio(X) 0.43 0.24 0.34 0.56 0.34 0.28 0.77 0.28 0.29 0.71 0.23 0.22 Avail Cap(c_a), veh/h 346 513 229 384 553 247 396 2451 856 277 2403 746 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 0.95 0.95 0.95 Uniform Delay (d), s/veh 39.2 34.9 35.4 39.7 35.4 35.1 41.6 23.1 23.3 35.0 1.4 1.4 Incr Delay (d2), s/veh 1.0 0.3 1.1 1.7 0.5 0.9 4.7 0.3 0.8 4.9 0.2 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 1.1 1.5 1.8 1.6 1.2 4.6 4.7 5.3 2.5 0.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.2 35.3 36.5 41.4 35.9 36.0 46.3 23.3 24.1 39.9 1.6 2.1 LnGrp LOS DDDDDDDCCDAA Approach Vol, veh/h 310 382 1114 836 Approach Delay, s/veh 37.5 38.2 27.3 7.4 Approach LOS D D C A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.1 46.4 11.5 16.0 12.8 49.7 11.5 16.0 Change Period (Y+Rc), s 4.5 5.5 4.5 6.0 4.5 5.5 4.5 6.0 Max Green Setting (Gmax), s 19.5 29.5 8.5 12.0 13.5 35.5 9.5 11.0 Max Q Clear Time (g_c+I1), s 11.2 2.7 5.0 5.7 7.8 13.5 6.0 5.7 Green Ext Time (p_c), s 0.4 13.3 0.1 1.0 0.5 14.7 0.2 0.6 Intersection Summary HCM 6th Ctrl Delay 23.8 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  3DUNODZQ$YH :WK6W U:\193806197\technical\synchro\am.syn 2025 NB Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 303 350 1 1 158 45 1 1 1 31 1 328 Future Volume (veh/h) 303 350 1 1 158 45 1 1 1 31 1 328 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 316 365 1 1 165 47 1 1 1 32 1 342 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 754 526 1 211 575 159 74 74 74 282 9 1014 Arrive On Green 0.22 0.28 0.27 0.12 0.21 0.18 0.13 0.13 0.11 0.16 0.16 0.16 Sat Flow, veh/h 3456 1864 5 1781 2750 761 579 579 579 1730 54 2790 Grp Volume(v), veh/h 316 0 366 1 105 107 3 0 0 33 0 342 Grp Sat Flow(s),veh/h/ln 1728 0 1869 1781 1777 1733 1737 0 0 1784 0 1395 Q Serve(g_s), s 4.3 0.0 9.6 0.0 2.7 2.9 0.1 0.0 0.0 0.9 0.0 4.9 Cycle Q Clear(g_c), s 4.3 0.0 9.6 0.0 2.7 2.9 0.1 0.0 0.0 0.9 0.0 4.9 Prop In Lane 1.00 0.00 1.00 0.44 0.33 0.33 0.97 1.00 Lane Grp Cap(c), veh/h 754 0 527 211 372 363 221 0 0 291 0 1014 V/C Ratio(X) 0.42 0.00 0.69 0.00 0.28 0.30 0.01 0.00 0.00 0.11 0.00 0.34 Avail Cap(c_a), veh/h 1226 0 1394 259 970 946 316 0 0 487 0 1319 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.5 0.0 17.6 21.4 18.3 18.6 21.1 0.0 0.0 19.6 0.0 12.7 Incr Delay (d2), s/veh 0.5 0.0 2.5 0.0 0.5 0.6 0.0 0.0 0.0 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 4.0 0.0 1.1 1.1 0.0 0.0 0.0 0.3 0.0 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.0 0.0 20.1 21.4 18.8 19.2 21.1 0.0 0.0 19.8 0.0 12.9 LnGrp LOS BACCBBCAABAB Approach Vol, veh/h 682 213 3 375 Approach Delay, s/veh 19.6 19.0 21.1 13.5 Approach LOS B B C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.5 20.5 13.0 15.5 15.5 11.0 Change Period (Y+Rc), s 4.5 * 5.5 5.0 5.5 5.5 5.0 Max Green Setting (Gmax), s 7.5 * 41 14.0 17.5 28.5 9.0 Max Q Clear Time (g_c+I1), s 2.0 11.6 6.9 6.3 4.9 2.1 Green Ext Time (p_c), s 0.0 2.6 1.1 1.4 1.1 0.0 Intersection Summary HCM 6th Ctrl Delay 17.7 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  -RKQVRQ$YH6:WK6W 0LQQHVRWD'U U:\193806197\technical\synchro\am.syn 2025 NB Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 1 1 28 45 179 7 22 20 255 32 40 Future Volume (veh/h) 1 1 1 28 45 179 7 22 20 255 32 40 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 1 1 1 30 49 0 8 24 0 277 35 43 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 132 132 133 433 454 305 321 433 185 228 Arrive On Green 0.11 0.11 0.09 0.24 0.24 0.00 0.17 0.17 0.00 0.24 0.24 0.21 Sat Flow, veh/h 1154 1158 1162 1781 1870 1585 1781 1870 1585 1781 764 938 Grp Volume(v), veh/h 2 0 1 30 49 0 8 24 0 277 0 78 Grp Sat Flow(s),veh/h/ln 1813 0 1661 1781 1870 1585 1781 1870 1585 1781 0 1702 Q Serve(g_s), s 0.1 0.0 0.1 0.9 1.4 0.0 0.3 0.8 0.0 9.8 0.0 2.6 Cycle Q Clear(g_c), s 0.1 0.0 0.1 0.9 1.4 0.0 0.3 0.8 0.0 9.8 0.0 2.6 Prop In Lane 0.64 0.70 1.00 1.00 1.00 1.00 1.00 0.55 Lane Grp Cap(c), veh/h 207 0 190 433 454 305 321 433 0 413 V/C Ratio(X) 0.01 0.00 0.01 0.07 0.11 0.03 0.07 0.64 0.00 0.19 Avail Cap(c_a), veh/h 233 0 214 611 641 433 454 611 0 583 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.5 0.0 28.1 20.4 20.6 0.0 24.1 24.3 0.0 23.8 0.0 21.5 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.0 1.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.4 0.6 0.0 0.1 0.3 0.0 4.1 0.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.5 0.0 28.1 20.5 20.7 0.0 24.2 24.4 0.0 25.3 0.0 21.7 LnGrp LOS C A C C C C C C A C Approach Vol, veh/h 3 79 32 355 Approach Delay, s/veh 27.8 20.6 24.4 24.5 Approach LOS CCCC Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.0 12.0 21.0 21.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 7.0 22.0 22.0 Max Q Clear Time (g_c+I1), s 2.8 2.1 11.8 3.4 Green Ext Time (p_c), s 0.0 0.0 1.1 0.2 Intersection Summary HCM 6th Ctrl Delay 23.9 HCM 6th LOS C Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. +&0WK7:6&  :WK6W 3DUNODZQ$YH U:\193806197\technical\synchro\am.syn 2025 NB Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 42 238 326 20 16 77 Future Vol, veh/h 42 238 326 20 16 77 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, %222222 Mvmt Flow 43 245 336 21 16 79 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 357 0 - 0 556 179 Stage 1 ----347- Stage 2 ----209- Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 ----5.84- Critical Hdwy Stg 2 ----5.84- Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1198 - - - 461 833 Stage 1 ----687- Stage 2 ----806- Platoon blocked, % - - - Mov Cap-1 Maneuver 1198 - - - 442 833 Mov Cap-2 Maneuver ----442- Stage 1 ----658- Stage 2 ----806- Approach EB WB SB HCM Control Delay, s 1.3 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1198 - - - 723 HCM Lane V/C Ratio 0.036 - - - 0.133 HCM Control Delay (s) 8.1 0.1 - - 10.7 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.5 +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH 3DUNODZQ$YH U:\193806197\technical\synchro\am.syn 2025 B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 53 20 65 67 22 99 79 701 108 109 664 51 Future Volume (veh/h) 53 20 65 67 22 99 79 701 108 109 664 51 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 57 22 70 72 24 106 85 754 116 117 714 55 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 515 311 264 532 335 284 261 1379 428 281 1359 104 Arrive On Green 0.13 0.17 0.17 0.14 0.18 0.18 0.29 0.54 0.54 0.16 0.28 0.28 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 5106 1585 1781 4837 371 Grp Volume(v), veh/h 57 22 70 72 24 106 85 754 116 117 501 268 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1585 1781 1702 1804 Q Serve(g_s), s 2.1 0.9 3.5 2.6 1.0 5.3 3.4 8.7 3.5 5.3 11.2 11.3 Cycle Q Clear(g_c), s 2.1 0.9 3.5 2.6 1.0 5.3 3.4 8.7 3.5 5.3 11.2 11.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.21 Lane Grp Cap(c), veh/h 515 311 264 532 335 284 261 1379 428 281 956 507 V/C Ratio(X) 0.11 0.07 0.27 0.14 0.07 0.37 0.33 0.55 0.27 0.42 0.52 0.53 Avail Cap(c_a), veh/h 587 333 282 581 335 284 297 1379 428 297 956 507 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.2 31.6 32.7 22.6 30.7 32.5 28.3 17.1 15.9 34.2 27.3 27.3 Incr Delay (d2), s/veh 0.1 0.1 0.5 0.1 0.1 0.8 0.7 1.5 1.5 1.0 2.1 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.4 1.4 1.1 0.4 2.1 1.4 2.8 1.4 2.3 4.6 5.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.3 31.7 33.2 22.7 30.8 33.3 29.0 18.6 17.4 35.2 29.3 31.2 LnGrp LOS CCCCCCCBBDCC Approach Vol, veh/h 149 202 955 886 Approach Delay, s/veh 29.2 29.2 19.4 30.7 Approach LOS C C B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.2 30.3 18.5 21.0 19.2 31.3 17.4 22.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 20.0 15.0 16.0 15.0 20.0 15.0 16.0 Max Q Clear Time (g_c+I1), s 7.3 10.7 4.6 5.5 5.4 13.3 4.1 7.3 Green Ext Time (p_c), s 0.1 3.7 0.1 0.2 0.1 2.6 0.1 0.2 Intersection Summary HCM 6th Ctrl Delay 25.5 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH :WK6W U:\193806197\technical\synchro\am.syn 2025 B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 118 111 69 151 152 55 201 733 140 116 514 175 Future Volume (veh/h) 118 111 69 151 152 55 201 733 140 116 514 175 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 126 118 73 161 162 59 214 780 149 123 547 186 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 288 474 211 288 474 211 269 2787 520 174 2320 720 Arrive On Green 0.08 0.13 0.13 0.08 0.13 0.13 0.05 0.17 0.16 0.20 0.91 0.91 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 1781 5488 1024 1781 5106 1585 Grp Volume(v), veh/h 126 118 73 161 162 59 214 684 245 123 547 186 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1781 1609 1686 1781 1702 1585 Q Serve(g_s), s 3.1 2.7 3.8 4.0 3.7 3.0 10.7 11.1 11.5 5.8 1.1 1.3 Cycle Q Clear(g_c), s 3.1 2.7 3.8 4.0 3.7 3.0 10.7 11.1 11.5 5.8 1.1 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.61 1.00 1.00 Lane Grp Cap(c), veh/h 288 474 211 288 474 211 269 2451 856 174 2320 720 V/C Ratio(X) 0.44 0.25 0.35 0.56 0.34 0.28 0.79 0.28 0.29 0.71 0.24 0.26 Avail Cap(c_a), veh/h 346 513 229 384 553 247 396 2451 856 277 2320 720 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 0.94 0.94 0.94 Uniform Delay (d), s/veh 39.2 35.0 35.4 39.7 35.4 35.1 41.4 23.1 23.3 35.0 2.3 2.3 Incr Delay (d2), s/veh 1.0 0.3 1.2 1.7 0.5 0.9 6.2 0.3 0.8 4.9 0.2 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 1.2 1.5 1.8 1.6 1.2 5.5 4.7 5.3 2.5 0.4 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.3 35.3 36.6 41.4 35.9 36.0 47.5 23.3 24.1 39.9 2.5 3.1 LnGrp LOS DDDDDDDCCDAA Approach Vol, veh/h 317 382 1143 856 Approach Delay, s/veh 37.6 38.2 28.0 8.0 Approach LOS D D C A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.6 44.9 11.5 16.0 12.8 49.7 11.5 16.0 Change Period (Y+Rc), s 4.5 5.5 4.5 6.0 4.5 5.5 4.5 6.0 Max Green Setting (Gmax), s 19.5 29.5 8.5 12.0 13.5 35.5 9.5 11.0 Max Q Clear Time (g_c+I1), s 12.7 3.3 5.1 5.7 7.8 13.5 6.0 5.8 Green Ext Time (p_c), s 0.4 13.5 0.1 1.0 0.5 14.7 0.2 0.6 Intersection Summary HCM 6th Ctrl Delay 24.2 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  3DUNODZQ$YH :WK6W U:\193806197\technical\synchro\am.syn 2025 B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 322 350 1 1 158 53 1 1 1 31 1 330 Future Volume (veh/h) 322 350 1 1 158 53 1 1 1 31 1 330 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 335 365 1 1 165 55 1 1 1 32 1 344 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 754 525 1 210 552 178 74 74 74 283 9 1015 Arrive On Green 0.22 0.28 0.27 0.12 0.21 0.18 0.13 0.13 0.11 0.16 0.16 0.16 Sat Flow, veh/h 3456 1864 5 1781 2642 852 579 579 579 1730 54 2790 Grp Volume(v), veh/h 335 0 366 1 109 111 3 0 0 33 0 344 Grp Sat Flow(s),veh/h/ln 1728 0 1869 1781 1777 1717 1737 0 0 1784 0 1395 Q Serve(g_s), s 4.6 0.0 9.6 0.0 2.8 3.0 0.1 0.0 0.0 0.9 0.0 4.9 Cycle Q Clear(g_c), s 4.6 0.0 9.6 0.0 2.8 3.0 0.1 0.0 0.0 0.9 0.0 4.9 Prop In Lane 1.00 0.00 1.00 0.50 0.33 0.33 0.97 1.00 Lane Grp Cap(c), veh/h 754 0 527 210 371 359 221 0 0 292 0 1015 V/C Ratio(X) 0.44 0.00 0.69 0.00 0.29 0.31 0.01 0.00 0.00 0.11 0.00 0.34 Avail Cap(c_a), veh/h 1225 0 1393 259 969 936 316 0 0 486 0 1319 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.6 0.0 17.6 21.4 18.3 18.7 21.1 0.0 0.0 19.6 0.0 12.7 Incr Delay (d2), s/veh 0.5 0.0 2.5 0.0 0.6 0.6 0.0 0.0 0.0 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 4.1 0.0 1.1 1.2 0.0 0.0 0.0 0.3 0.0 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.1 0.0 20.2 21.4 18.9 19.3 21.2 0.0 0.0 19.8 0.0 12.9 LnGrp LOS BACCBBCAABAB Approach Vol, veh/h 701 221 3 377 Approach Delay, s/veh 19.7 19.1 21.2 13.5 Approach LOS B B C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.5 20.5 13.0 15.5 15.5 11.0 Change Period (Y+Rc), s 4.5 * 5.5 5.0 5.5 5.5 5.0 Max Green Setting (Gmax), s 7.5 * 41 14.0 17.5 28.5 9.0 Max Q Clear Time (g_c+I1), s 2.0 11.6 6.9 6.6 5.0 2.1 Green Ext Time (p_c), s 0.0 2.6 1.1 1.5 1.1 0.0 Intersection Summary HCM 6th Ctrl Delay 17.8 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  -RKQVRQ$YH6:WK6W 0LQQHVRWD'U U:\193806197\technical\synchro\am.syn 2025 B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 1 1 28 45 183 7 26 20 255 32 40 Future Volume (veh/h) 1 1 1 28 45 183 7 26 20 255 32 40 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 1 1 1 30 49 0 8 28 0 277 35 43 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 132 132 133 433 454 305 321 433 185 228 Arrive On Green 0.11 0.11 0.09 0.24 0.24 0.00 0.17 0.17 0.00 0.24 0.24 0.21 Sat Flow, veh/h 1154 1158 1162 1781 1870 1585 1781 1870 1585 1781 764 938 Grp Volume(v), veh/h 2 0 1 30 49 0 8 28 0 277 0 78 Grp Sat Flow(s),veh/h/ln 1813 0 1661 1781 1870 1585 1781 1870 1585 1781 0 1702 Q Serve(g_s), s 0.1 0.0 0.1 0.9 1.4 0.0 0.3 0.9 0.0 9.8 0.0 2.6 Cycle Q Clear(g_c), s 0.1 0.0 0.1 0.9 1.4 0.0 0.3 0.9 0.0 9.8 0.0 2.6 Prop In Lane 0.64 0.70 1.00 1.00 1.00 1.00 1.00 0.55 Lane Grp Cap(c), veh/h 207 0 190 433 454 305 321 433 0 413 V/C Ratio(X) 0.01 0.00 0.01 0.07 0.11 0.03 0.09 0.64 0.00 0.19 Avail Cap(c_a), veh/h 233 0 214 611 641 433 454 611 0 583 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.5 0.0 28.1 20.4 20.6 0.0 24.1 24.4 0.0 23.8 0.0 21.5 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.0 1.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.4 0.6 0.0 0.1 0.4 0.0 4.1 0.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.5 0.0 28.1 20.5 20.7 0.0 24.2 24.5 0.0 25.3 0.0 21.7 LnGrp LOS C A C C C C C C A C Approach Vol, veh/h 3 79 36 355 Approach Delay, s/veh 27.8 20.6 24.4 24.5 Approach LOS CCCC Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.0 12.0 21.0 21.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 7.0 22.0 22.0 Max Q Clear Time (g_c+I1), s 2.9 2.1 11.8 3.4 Green Ext Time (p_c), s 0.0 0.0 1.1 0.2 Intersection Summary HCM 6th Ctrl Delay 23.9 HCM 6th LOS C Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. +&0WK7:6&  :WK6W 3DUNODZQ$YH U:\193806197\technical\synchro\am.syn 2025 B Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 42 265 328 20 16 77 Future Vol, veh/h 42 265 328 20 16 77 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, %222222 Mvmt Flow 43 273 338 21 16 79 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 359 0 - 0 572 180 Stage 1 ----349- Stage 2 ----223- Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 ----5.84- Critical Hdwy Stg 2 ----5.84- Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1196 - - - 450 832 Stage 1 ----685- Stage 2 ----793- Platoon blocked, % - - - Mov Cap-1 Maneuver 1196 - - - 431 832 Mov Cap-2 Maneuver ----431- Stage 1 ----656- Stage 2 ----793- Approach EB WB SB HCM Control Delay, s 1.2 0 10.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1196 - - - 717 HCM Lane V/C Ratio 0.036 - - - 0.134 HCM Control Delay (s) 8.1 0.1 - - 10.8 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.5 +&0WK7:6&  DFFHVV :WK6W U:\193806197\technical\synchro\am.syn 2025 B Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 254 27 49 347 2 6 Future Vol, veh/h 254 27 49 347 2 6 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, %222222 Mvmt Flow 273 29 53 373 2 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 302 0 581 151 Stage 1 ----288- Stage 2 ----293- Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ----5.84- Critical Hdwy Stg 2 ----5.84- Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1256 - 445 868 Stage 1 ----735- Stage 2 ----731- Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1256 - 421 868 Mov Cap-2 Maneuver ----421- Stage 1 ----735- Stage 2 ----692- Approach EB WB NB HCM Control Delay, s 0 1.2 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 686 - - 1256 - HCM Lane V/C Ratio 0.013 - - 0.042 - HCM Control Delay (s) 10.3 - - 8 0.2 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0.1 - +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH 3DUNODZQ$YH U:\193806197\technical\synchro\pm.syn 2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 103 27 171 107 51 152 96 1188 64 118 969 41 Future Volume (veh/h) 103 27 171 107 51 152 96 1188 64 118 969 41 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 29 184 115 55 163 103 1277 69 127 1042 44 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 401 247 209 416 248 210 215 2157 670 219 2134 90 Arrive On Green 0.12 0.13 0.13 0.12 0.13 0.13 0.24 0.85 0.85 0.12 0.42 0.42 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 5106 1585 1781 5024 212 Grp Volume(v), veh/h 111 29 184 115 55 163 103 1277 69 127 706 380 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1585 1781 1702 1832 Q Serve(g_s), s 5.9 1.6 13.7 6.2 3.2 11.9 5.9 9.3 0.9 8.1 18.1 18.1 Cycle Q Clear(g_c), s 5.9 1.6 13.7 6.2 3.2 11.9 5.9 9.3 0.9 8.1 18.1 18.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.12 Lane Grp Cap(c), veh/h 401 247 209 416 248 210 215 2157 670 219 1446 778 V/C Ratio(X) 0.28 0.12 0.88 0.28 0.22 0.78 0.48 0.59 0.10 0.58 0.49 0.49 Avail Cap(c_a), veh/h 406 281 238 421 281 238 252 2157 670 267 1446 778 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 45.9 51.1 35.7 46.5 50.3 42.2 6.1 5.4 49.7 25.0 25.1 Incr Delay (d2), s/veh 0.4 0.2 27.0 0.4 0.4 13.4 1.5 1.1 0.3 2.4 1.2 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.8 7.0 2.7 1.5 5.5 2.5 2.2 0.4 3.7 7.4 8.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.0 46.1 78.2 36.0 47.0 63.7 43.7 7.2 5.7 52.1 26.2 27.2 LnGrp LOS D D E D D E D A A D C C Approach Vol, veh/h 324 333 1449 1213 Approach Delay, s/veh 60.9 51.4 9.7 29.3 Approach LOS E D A C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.8 56.7 20.7 21.8 20.5 57.0 20.6 21.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 18.0 45.0 15.0 18.0 17.0 46.0 15.0 18.0 Max Q Clear Time (g_c+I1), s 10.1 11.3 8.2 15.7 7.9 20.1 7.9 13.9 Green Ext Time (p_c), s 0.2 11.7 0.1 0.2 0.1 7.9 0.1 0.3 Intersection Summary HCM 6th Ctrl Delay 26.0 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH :WK6W U:\193806197\technical\synchro\pm.syn 2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 229 434 152 194 175 140 96 951 134 153 1033 128 Future Volume (veh/h) 229 434 152 194 175 140 96 951 134 153 1033 128 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 239 452 158 202 182 146 100 991 140 159 1076 133 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 320 660 295 282 621 277 137 2789 390 203 2667 828 Arrive On Green 0.09 0.19 0.19 0.08 0.17 0.17 0.08 0.49 0.47 0.23 1.00 1.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 1781 5749 803 1781 5106 1585 Grp Volume(v), veh/h 239 452 158 202 182 146 100 830 301 159 1076 133 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1781 1609 1726 1781 1702 1585 Q Serve(g_s), s 8.1 14.2 10.8 6.8 5.3 10.0 6.6 12.8 13.2 10.1 0.0 0.0 Cycle Q Clear(g_c), s 8.1 14.2 10.8 6.8 5.3 10.0 6.6 12.8 13.2 10.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.47 1.00 1.00 Lane Grp Cap(c), veh/h 320 660 295 282 621 277 137 2341 837 203 2667 828 V/C Ratio(X) 0.75 0.68 0.54 0.72 0.29 0.53 0.73 0.35 0.36 0.78 0.40 0.16 Avail Cap(c_a), veh/h 490 829 370 461 800 357 252 2341 837 341 2667 828 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 0.86 0.86 0.86 Uniform Delay (d), s/veh 53.1 45.6 44.2 53.8 43.1 45.0 54.2 19.2 19.5 44.9 0.0 0.0 Incr Delay (d2), s/veh 3.5 1.9 1.8 3.4 0.3 1.9 6.6 0.4 1.1 5.6 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 6.5 4.4 3.1 2.4 4.1 3.2 4.8 5.4 4.3 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.5 47.5 46.0 57.2 43.4 46.9 60.7 19.6 20.6 50.5 0.4 0.4 LnGrp LOS E D D E D D E B C D A A Approach Vol, veh/h 849 530 1231 1368 Approach Delay, s/veh 49.8 49.6 23.2 6.2 Approach LOS D D C A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.2 66.7 15.1 25.0 17.7 62.2 13.8 26.3 Change Period (Y+Rc), s 4.5 5.5 4.5 6.0 4.5 5.5 4.5 6.0 Max Green Setting (Gmax), s 16.5 41.5 16.5 25.0 22.5 35.5 15.5 26.0 Max Q Clear Time (g_c+I1), s 8.6 2.0 10.1 12.0 12.1 15.2 8.8 16.2 Green Ext Time (p_c), s 0.2 28.0 0.5 2.2 1.1 15.8 0.4 4.1 Intersection Summary HCM 6th Ctrl Delay 26.5 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  3DUNODZQ$YH :WK6W U:\193806197\technical\synchro\pm.syn 2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 729 569 1 1 322 48 1 1 1 48 1 384 Future Volume (veh/h) 729 569 1 1 322 48 1 1 1 48 1 384 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 792 618 1 1 350 52 1 1 1 52 1 417 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 1032 706 1 235 715 105 51 51 51 330 6 526 Arrive On Green 0.30 0.38 0.37 0.13 0.23 0.21 0.09 0.09 0.08 0.19 0.19 0.19 Sat Flow, veh/h 3456 1867 3 1781 3107 458 579 579 579 1749 34 2790 Grp Volume(v), veh/h 792 0 619 1 199 203 3 0 0 53 0 417 Grp Sat Flow(s),veh/h/ln 1728 0 1870 1781 1777 1788 1737 0 0 1783 0 1395 Q Serve(g_s), s 16.6 0.0 24.5 0.0 7.7 7.9 0.1 0.0 0.0 2.0 0.0 11.4 Cycle Q Clear(g_c), s 16.6 0.0 24.5 0.0 7.7 7.9 0.1 0.0 0.0 2.0 0.0 11.4 Prop In Lane 1.00 0.00 1.00 0.26 0.33 0.33 0.98 1.00 Lane Grp Cap(c), veh/h 1032 0 707 235 409 412 153 0 0 336 0 526 V/C Ratio(X) 0.77 0.00 0.88 0.00 0.49 0.49 0.02 0.00 0.00 0.16 0.00 0.79 Avail Cap(c_a), veh/h 1237 0 857 269 458 460 186 0 0 381 0 596 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.4 0.0 23.0 30.0 26.6 26.8 33.3 0.0 0.0 27.0 0.0 30.8 Incr Delay (d2), s/veh 2.7 0.0 9.6 0.0 1.2 1.2 0.1 0.0 0.0 0.2 0.0 6.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.9 0.0 11.9 0.0 3.3 3.4 0.1 0.0 0.0 0.8 0.0 4.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.1 0.0 32.6 30.0 27.7 28.0 33.4 0.0 0.0 27.2 0.0 37.3 LnGrp LOS CACCCCCAACAD Approach Vol, veh/h 1411 403 3 470 Approach Delay, s/veh 30.1 27.8 33.4 36.2 Approach LOS CCCD Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.5 35.1 19.0 27.3 22.3 11.0 Change Period (Y+Rc), s 4.5 * 5.5 5.0 5.5 5.5 5.0 Max Green Setting (Gmax), s 11.5 * 36 16.0 26.5 19.0 7.5 Max Q Clear Time (g_c+I1), s 2.0 26.5 13.4 18.6 9.9 2.1 Green Ext Time (p_c), s 0.0 3.1 0.7 3.2 1.4 0.0 Intersection Summary HCM 6th Ctrl Delay 30.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  -RKQVRQ$YH6:WK6W 0LQQHVRWD'U U:\193806197\technical\synchro\pm.syn 2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 24 38 13 40 1 215 1 68 86 512 136 1 Future Volume (veh/h) 24 38 13 40 1 215 1 68 86 512 136 1 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 44 15 46 1 0 1 78 0 589 156 1 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 222222222222 Cap, veh/h 106 174 61 361 379 255 268 656 683 4 Arrive On Green 0.10 0.10 0.07 0.20 0.20 0.00 0.14 0.14 0.00 0.37 0.37 0.34 Sat Flow, veh/h 1112 1821 637 1781 1870 1585 1781 1870 1585 1781 1856 12 Grp Volume(v), veh/h 46 0 41 46 1 0 1 78 0 589 0 157 Grp Sat Flow(s),veh/h/ln 1815 0 1756 1781 1870 1585 1781 1870 1585 1781 0 1868 Q Serve(g_s), s 2.0 0.0 1.8 1.8 0.0 0.0 0.0 3.1 0.0 26.2 0.0 4.9 Cycle Q Clear(g_c), s 2.0 0.0 1.8 1.8 0.0 0.0 0.0 3.1 0.0 26.2 0.0 4.9 Prop In Lane 0.61 0.36 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 173 0 167 361 379 255 268 656 0 688 V/C Ratio(X) 0.26 0.00 0.25 0.13 0.00 0.00 0.29 0.90 0.00 0.23 Avail Cap(c_a), veh/h 173 0 167 403 424 319 334 680 0 713 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.2 0.0 35.5 27.4 26.7 0.0 30.8 32.1 0.0 25.0 0.0 18.3 Incr Delay (d2), s/veh 0.8 0.0 0.8 0.2 0.0 0.0 0.0 0.6 0.0 14.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.8 0.8 0.0 0.0 0.0 1.4 0.0 13.1 0.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.0 0.0 36.3 27.5 26.7 0.0 30.8 32.7 0.0 39.5 0.0 18.5 LnGrp LOS D A D C C C C D A B Approach Vol, veh/h 87 47 79 746 Approach Delay, s/veh 36.1 27.5 32.7 35.1 Approach LOS DCCD Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.0 12.0 34.9 21.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 13.0 6.0 30.0 17.0 Max Q Clear Time (g_c+I1), s 5.1 4.0 28.2 3.8 Green Ext Time (p_c), s 0.1 0.0 0.7 0.1 Intersection Summary HCM 6th Ctrl Delay 34.6 HCM 6th LOS C Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. +&0WK7:6&  :WK6W 3DUNODZQ$YH U:\193806197\technical\synchro\pm.syn 2023 Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 118 681 277 42 18 95 Future Vol, veh/h 118 681 277 42 18 95 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, %222222 Mvmt Flow 126 724 295 45 19 101 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 340 0 - 0 932 170 Stage 1 ----318- Stage 2 ----614- Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 ----5.84- Critical Hdwy Stg 2 ----5.84- Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1216 - - - 265 844 Stage 1 ----710- Stage 2 ----502- Platoon blocked, % - - - Mov Cap-1 Maneuver 1216 - - - 219 844 Mov Cap-2 Maneuver ----219- Stage 1 ----587- Stage 2 ----502- Approach EB WB SB HCM Control Delay, s 1.7 0 12.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1216 - - - 580 HCM Lane V/C Ratio 0.103 - - - 0.207 HCM Control Delay (s) 8.3 0.5 - - 12.8 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.3 - - - 0.8 +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH 3DUNODZQ$YH U:\193806197\technical\synchro\pm.syn 2025 NB Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 101 26 168 105 50 149 94 1165 63 116 950 40 Future Volume (veh/h) 101 26 168 105 50 149 94 1165 63 116 950 40 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 109 28 181 113 54 160 101 1253 68 125 1022 43 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 399 244 206 415 244 207 215 2168 673 219 2146 90 Arrive On Green 0.12 0.13 0.13 0.12 0.13 0.13 0.24 0.85 0.85 0.12 0.43 0.43 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 5106 1585 1781 5025 211 Grp Volume(v), veh/h 109 28 181 113 54 160 101 1253 68 125 692 373 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1585 1781 1702 1832 Q Serve(g_s), s 5.9 1.6 13.5 6.1 3.1 11.7 5.8 8.7 0.8 7.9 17.5 17.6 Cycle Q Clear(g_c), s 5.9 1.6 13.5 6.1 3.1 11.7 5.8 8.7 0.8 7.9 17.5 17.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.12 Lane Grp Cap(c), veh/h 399 244 206 415 244 207 215 2168 673 219 1453 782 V/C Ratio(X) 0.27 0.11 0.88 0.27 0.22 0.77 0.47 0.58 0.10 0.57 0.48 0.48 Avail Cap(c_a), veh/h 405 281 238 420 281 238 252 2168 673 267 1453 782 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.8 46.1 51.2 35.8 46.7 50.4 42.2 5.9 5.3 49.6 24.7 24.7 Incr Delay (d2), s/veh 0.4 0.2 26.3 0.4 0.5 12.8 1.4 1.0 0.3 2.3 1.1 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.8 6.8 2.7 1.5 5.4 2.5 2.1 0.3 3.7 7.2 7.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.2 46.3 77.6 36.2 47.1 63.2 43.7 6.9 5.5 51.9 25.8 26.8 LnGrp LOS D D E D D E D A A D C C Approach Vol, veh/h 318 327 1422 1190 Approach Delay, s/veh 60.6 51.2 9.4 28.9 Approach LOS E D A C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.8 57.0 20.7 21.6 20.5 57.2 20.6 21.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 18.0 45.0 15.0 18.0 17.0 46.0 15.0 18.0 Max Q Clear Time (g_c+I1), s 9.9 10.7 8.1 15.5 7.8 19.6 7.9 13.7 Green Ext Time (p_c), s 0.2 11.4 0.1 0.2 0.1 7.7 0.1 0.3 Intersection Summary HCM 6th Ctrl Delay 25.7 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH :WK6W U:\193806197\technical\synchro\pm.syn 2025 NB Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 224 425 149 190 172 137 94 932 131 150 1013 125 Future Volume (veh/h) 224 425 149 190 172 137 94 932 131 150 1013 125 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 233 443 155 198 179 143 98 971 136 156 1055 130 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 314 652 291 278 614 274 135 2823 391 200 2691 835 Arrive On Green 0.09 0.18 0.18 0.08 0.17 0.17 0.08 0.49 0.48 0.22 1.00 1.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 1781 5756 797 1781 5106 1585 Grp Volume(v), veh/h 233 443 155 198 179 143 98 812 295 156 1055 130 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1781 1609 1727 1781 1702 1585 Q Serve(g_s), s 7.9 14.0 10.6 6.7 5.3 9.8 6.5 12.4 12.7 9.9 0.0 0.0 Cycle Q Clear(g_c), s 7.9 14.0 10.6 6.7 5.3 9.8 6.5 12.4 12.7 9.9 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.46 1.00 1.00 Lane Grp Cap(c), veh/h 314 652 291 278 614 274 135 2366 847 200 2691 835 V/C Ratio(X) 0.74 0.68 0.53 0.71 0.29 0.52 0.72 0.34 0.35 0.78 0.39 0.16 Avail Cap(c_a), veh/h 490 829 370 461 800 357 252 2366 847 341 2691 835 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 0.87 0.87 0.87 Uniform Delay (d), s/veh 53.2 45.7 44.3 53.8 43.2 45.1 54.2 18.7 19.0 45.1 0.0 0.0 Incr Delay (d2), s/veh 3.4 1.8 1.8 3.4 0.3 1.9 6.5 0.4 1.0 5.6 0.4 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 6.3 4.3 3.0 2.4 4.0 3.1 4.6 5.2 4.2 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.6 47.5 46.2 57.2 43.5 47.0 60.8 19.1 20.1 50.7 0.4 0.3 LnGrp LOS E D D E D D E B C D A A Approach Vol, veh/h 831 520 1205 1341 Approach Delay, s/veh 49.8 49.7 22.7 6.2 Approach LOS D D C A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.1 67.2 14.9 24.7 17.5 62.8 13.6 26.0 Change Period (Y+Rc), s 4.5 5.5 4.5 6.0 4.5 5.5 4.5 6.0 Max Green Setting (Gmax), s 16.5 41.5 16.5 25.0 22.5 35.5 15.5 26.0 Max Q Clear Time (g_c+I1), s 8.5 2.0 9.9 11.8 11.9 14.7 8.7 16.0 Green Ext Time (p_c), s 0.2 27.5 0.5 2.1 1.1 15.9 0.4 4.1 Intersection Summary HCM 6th Ctrl Delay 26.4 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  3DUNODZQ$YH :WK6W U:\193806197\technical\synchro\pm.syn 2025 NB Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 715 558 1 1 316 41 1 1 1 47 1 376 Future Volume (veh/h) 715 558 1 1 316 41 1 1 1 47 1 376 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 777 607 1 1 343 45 1 1 1 51 1 409 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 1024 698 1 238 728 95 52 52 52 327 6 522 Arrive On Green 0.30 0.37 0.37 0.13 0.23 0.21 0.09 0.09 0.08 0.19 0.19 0.19 Sat Flow, veh/h 3456 1867 3 1781 3162 411 579 579 579 1749 34 2790 Grp Volume(v), veh/h 777 0 608 1 192 196 3 0 0 52 0 409 Grp Sat Flow(s),veh/h/ln 1728 0 1870 1781 1777 1796 1737 0 0 1783 0 1395 Q Serve(g_s), s 16.0 0.0 23.7 0.0 7.3 7.5 0.1 0.0 0.0 1.9 0.0 11.0 Cycle Q Clear(g_c), s 16.0 0.0 23.7 0.0 7.3 7.5 0.1 0.0 0.0 1.9 0.0 11.0 Prop In Lane 1.00 0.00 1.00 0.23 0.33 0.33 0.98 1.00 Lane Grp Cap(c), veh/h 1024 0 699 238 409 414 155 0 0 333 0 522 V/C Ratio(X) 0.76 0.00 0.87 0.00 0.47 0.47 0.02 0.00 0.00 0.16 0.00 0.78 Avail Cap(c_a), veh/h 1253 0 869 272 464 469 188 0 0 386 0 604 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.1 0.0 22.8 29.5 26.1 26.3 32.8 0.0 0.0 26.8 0.0 30.4 Incr Delay (d2), s/veh 2.4 0.0 8.9 0.0 1.1 1.1 0.0 0.0 0.0 0.2 0.0 5.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.6 0.0 11.4 0.0 3.1 3.2 0.1 0.0 0.0 0.8 0.0 4.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.5 0.0 31.7 29.5 27.2 27.4 32.9 0.0 0.0 27.0 0.0 36.3 LnGrp LOS CACCCCCAACAD Approach Vol, veh/h 1385 389 3 461 Approach Delay, s/veh 29.4 27.3 32.9 35.2 Approach LOS CCCD Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.5 34.4 18.7 26.8 22.1 11.0 Change Period (Y+Rc), s 4.5 * 5.5 5.0 5.5 5.5 5.0 Max Green Setting (Gmax), s 11.5 * 36 16.0 26.5 19.0 7.5 Max Q Clear Time (g_c+I1), s 2.0 25.7 13.0 18.0 9.5 2.1 Green Ext Time (p_c), s 0.0 3.2 0.7 3.3 1.4 0.0 Intersection Summary HCM 6th Ctrl Delay 30.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  -RKQVRQ$YH6:WK6W 0LQQHVRWD'U U:\193806197\technical\synchro\pm.syn 2025 NB Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 24 37 13 39 1 211 1 67 84 502 133 1 Future Volume (veh/h) 24 37 13 39 1 211 1 67 84 502 133 1 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 43 15 45 1 0 1 77 0 577 153 1 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 222222222222 Cap, veh/h 108 173 62 365 383 258 270 644 671 4 Arrive On Green 0.10 0.10 0.07 0.20 0.20 0.00 0.14 0.14 0.00 0.36 0.36 0.34 Sat Flow, veh/h 1125 1799 644 1781 1870 1585 1781 1870 1585 1781 1856 12 Grp Volume(v), veh/h 45 0 41 45 1 0 1 77 0 577 0 154 Grp Sat Flow(s),veh/h/ln 1814 0 1754 1781 1870 1585 1781 1870 1585 1781 0 1868 Q Serve(g_s), s 1.9 0.0 1.8 1.7 0.0 0.0 0.0 3.0 0.0 25.4 0.0 4.8 Cycle Q Clear(g_c), s 1.9 0.0 1.8 1.7 0.0 0.0 0.0 3.0 0.0 25.4 0.0 4.8 Prop In Lane 0.62 0.37 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 175 0 169 365 383 258 270 644 0 675 V/C Ratio(X) 0.26 0.00 0.24 0.12 0.00 0.00 0.28 0.90 0.00 0.23 Avail Cap(c_a), veh/h 175 0 169 408 428 343 361 665 0 698 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.8 0.0 35.0 26.9 26.3 0.0 30.4 31.7 0.0 25.0 0.0 18.4 Incr Delay (d2), s/veh 0.8 0.0 0.7 0.1 0.0 0.0 0.0 0.6 0.0 14.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.8 0.7 0.0 0.0 0.0 1.4 0.0 12.7 0.0 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.5 0.0 35.8 27.1 26.3 0.0 30.4 32.2 0.0 39.6 0.0 18.6 LnGrp LOS D A D C C C C D A B Approach Vol, veh/h 86 46 78 731 Approach Delay, s/veh 35.6 27.1 32.2 35.2 Approach LOS DCCD Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.0 12.0 34.0 21.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 6.0 29.0 17.0 Max Q Clear Time (g_c+I1), s 5.0 3.9 27.4 3.7 Green Ext Time (p_c), s 0.1 0.0 0.6 0.1 Intersection Summary HCM 6th Ctrl Delay 34.6 HCM 6th LOS C Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. +&0WK7:6&  :WK6W 3DUNODZQ$YH U:\193806197\technical\synchro\pm.syn 2025 NB Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 116 668 272 41 18 93 Future Vol, veh/h 116 668 272 41 18 93 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, %222222 Mvmt Flow 123 711 289 44 19 99 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 333 0 - 0 913 167 Stage 1 ----311- Stage 2 ----602- Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 ----5.84- Critical Hdwy Stg 2 ----5.84- Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1223 - - - 273 848 Stage 1 ----716- Stage 2 ----510- Platoon blocked, % - - - Mov Cap-1 Maneuver 1223 - - - 228 848 Mov Cap-2 Maneuver ----228- Stage 1 ----597- Stage 2 ----510- Approach EB WB SB HCM Control Delay, s 1.7 0 12.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1223 - - - 588 HCM Lane V/C Ratio 0.101 - - - 0.201 HCM Control Delay (s) 8.3 0.5 - - 12.7 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.3 - - - 0.7 +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH 3DUNODZQ$YH U:\193806197\technical\synchro\pm.syn 2025 B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 103 27 171 107 51 152 96 1207 64 118 971 41 Future Volume (veh/h) 103 27 171 107 51 152 96 1207 64 118 971 41 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 29 184 115 55 163 103 1298 69 127 1044 44 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 401 247 209 416 248 210 215 2157 670 219 2134 90 Arrive On Green 0.12 0.13 0.13 0.12 0.13 0.13 0.24 0.85 0.85 0.12 0.42 0.42 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 5106 1585 1781 5025 212 Grp Volume(v), veh/h 111 29 184 115 55 163 103 1298 69 127 707 381 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1702 1585 1781 1702 1832 Q Serve(g_s), s 5.9 1.6 13.7 6.2 3.2 11.9 5.9 9.6 0.9 8.1 18.1 18.1 Cycle Q Clear(g_c), s 5.9 1.6 13.7 6.2 3.2 11.9 5.9 9.6 0.9 8.1 18.1 18.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.12 Lane Grp Cap(c), veh/h 401 247 209 416 248 210 215 2157 670 219 1446 778 V/C Ratio(X) 0.28 0.12 0.88 0.28 0.22 0.78 0.48 0.60 0.10 0.58 0.49 0.49 Avail Cap(c_a), veh/h 406 281 238 421 281 238 252 2157 670 267 1446 778 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.90 0.90 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 45.9 51.1 35.7 46.5 50.3 42.2 6.1 5.4 49.7 25.1 25.1 Incr Delay (d2), s/veh 0.4 0.2 27.0 0.4 0.4 13.4 1.5 1.1 0.3 2.4 1.2 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.8 7.0 2.7 1.5 5.5 2.5 2.2 0.4 3.7 7.4 8.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.0 46.1 78.2 36.0 47.0 63.7 43.7 7.2 5.7 52.1 26.2 27.3 LnGrp LOS D D E D D E D A A D C C Approach Vol, veh/h 324 333 1470 1215 Approach Delay, s/veh 60.9 51.4 9.7 29.3 Approach LOS E D A C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.8 56.7 20.7 21.8 20.5 57.0 20.6 21.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 18.0 45.0 15.0 18.0 17.0 46.0 15.0 18.0 Max Q Clear Time (g_c+I1), s 10.1 11.6 8.2 15.7 7.9 20.1 7.9 13.9 Green Ext Time (p_c), s 0.2 11.9 0.1 0.2 0.1 7.9 0.1 0.3 Intersection Summary HCM 6th Ctrl Delay 25.9 HCM 6th LOS C +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  &6$+)UDQFH$YH :WK6W U:\193806197\technical\synchro\pm.syn 2025 B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 248 437 179 194 177 140 98 951 134 153 1033 130 Future Volume (veh/h) 248 437 179 194 177 140 98 951 134 153 1033 130 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 258 455 186 202 184 146 102 991 140 159 1076 135 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 339 665 297 282 606 270 139 2782 388 203 2654 824 Arrive On Green 0.10 0.19 0.19 0.08 0.17 0.17 0.08 0.48 0.47 0.23 1.00 1.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 1781 5749 803 1781 5106 1585 Grp Volume(v), veh/h 258 455 186 202 184 146 102 830 301 159 1076 135 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1781 1609 1726 1781 1702 1585 Q Serve(g_s), s 8.7 14.3 13.0 6.8 5.4 10.1 6.7 12.9 13.2 10.1 0.0 0.0 Cycle Q Clear(g_c), s 8.7 14.3 13.0 6.8 5.4 10.1 6.7 12.9 13.2 10.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.47 1.00 1.00 Lane Grp Cap(c), veh/h 339 665 297 282 606 270 139 2335 835 203 2655 824 V/C Ratio(X) 0.76 0.68 0.63 0.72 0.30 0.54 0.73 0.36 0.36 0.78 0.41 0.16 Avail Cap(c_a), veh/h 490 829 370 461 800 357 252 2335 835 341 2655 824 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 0.86 0.86 0.86 Uniform Delay (d), s/veh 52.7 45.5 44.9 53.8 43.5 45.5 54.1 19.3 19.6 44.9 0.0 0.0 Incr Delay (d2), s/veh 4.2 1.9 2.7 3.4 0.3 2.0 6.6 0.4 1.1 5.6 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 6.5 5.3 3.1 2.4 4.1 3.2 4.8 5.5 4.3 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.9 47.4 47.6 57.2 43.9 47.5 60.7 19.7 20.7 50.5 0.4 0.4 LnGrp LOS E D D E D D E B C D A A Approach Vol, veh/h 899 532 1233 1370 Approach Delay, s/veh 50.2 49.9 23.3 6.2 Approach LOS D D C A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.4 66.4 15.8 24.5 17.7 62.1 13.8 26.5 Change Period (Y+Rc), s 4.5 5.5 4.5 6.0 4.5 5.5 4.5 6.0 Max Green Setting (Gmax), s 16.5 41.5 16.5 25.0 22.5 35.5 15.5 26.0 Max Q Clear Time (g_c+I1), s 8.7 2.0 10.7 12.1 12.1 15.2 8.8 16.3 Green Ext Time (p_c), s 0.2 28.0 0.5 2.2 1.1 15.8 0.4 4.1 Intersection Summary HCM 6th Ctrl Delay 27.0 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  3DUNODZQ$YH :WK6W U:\193806197\technical\synchro\pm.syn 2025 B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 731 569 1 1 322 48 1 1 1 56 1 403 Future Volume (veh/h) 731 569 1 1 322 48 1 1 1 56 1 403 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 795 618 1 1 350 52 1 1 1 61 1 438 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 1030 704 1 233 709 104 50 50 50 340 6 541 Arrive On Green 0.30 0.38 0.37 0.13 0.23 0.21 0.09 0.09 0.07 0.19 0.19 0.19 Sat Flow, veh/h 3456 1867 3 1781 3107 458 579 579 579 1754 29 2790 Grp Volume(v), veh/h 795 0 619 1 199 203 3 0 0 62 0 438 Grp Sat Flow(s),veh/h/ln 1728 0 1870 1781 1777 1788 1737 0 0 1783 0 1395 Q Serve(g_s), s 16.9 0.0 24.8 0.0 7.8 8.0 0.1 0.0 0.0 2.3 0.0 12.1 Cycle Q Clear(g_c), s 16.9 0.0 24.8 0.0 7.8 8.0 0.1 0.0 0.0 2.3 0.0 12.1 Prop In Lane 1.00 0.00 1.00 0.26 0.33 0.33 0.98 1.00 Lane Grp Cap(c), veh/h 1030 0 705 233 406 408 151 0 0 346 0 541 V/C Ratio(X) 0.77 0.00 0.88 0.00 0.49 0.50 0.02 0.00 0.00 0.18 0.00 0.81 Avail Cap(c_a), veh/h 1225 0 849 266 453 456 184 0 0 377 0 590 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.7 0.0 23.3 30.4 27.0 27.2 33.7 0.0 0.0 27.1 0.0 31.0 Incr Delay (d2), s/veh 2.8 0.0 9.9 0.0 1.2 1.2 0.1 0.0 0.0 0.2 0.0 7.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.0 0.0 12.2 0.0 3.3 3.4 0.1 0.0 0.0 1.0 0.0 4.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.6 0.0 33.3 30.4 28.2 28.4 33.8 0.0 0.0 27.3 0.0 38.7 LnGrp LOS CACCCCCAACAD Approach Vol, veh/h 1414 403 3 500 Approach Delay, s/veh 30.6 28.3 33.8 37.3 Approach LOS CCCD Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.5 35.3 19.6 27.5 22.4 11.0 Change Period (Y+Rc), s 4.5 * 5.5 5.0 5.5 5.5 5.0 Max Green Setting (Gmax), s 11.5 * 36 16.0 26.5 19.0 7.5 Max Q Clear Time (g_c+I1), s 2.0 26.8 14.1 18.9 10.0 2.1 Green Ext Time (p_c), s 0.0 3.0 0.5 3.1 1.4 0.0 Intersection Summary HCM 6th Ctrl Delay 31.7 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. +&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\  -RKQVRQ$YH6:WK6W 0LQQHVRWD'U U:\193806197\technical\synchro\pm.syn 2025 B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 24 38 13 40 1 215 1 68 86 516 140 1 Future Volume (veh/h) 24 38 13 40 1 215 1 68 86 516 140 1 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 44 15 46 1 0 1 78 0 593 161 1 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 222222222222 Cap, veh/h 106 173 61 360 378 254 267 658 686 4 Arrive On Green 0.10 0.10 0.07 0.20 0.20 0.00 0.14 0.14 0.00 0.37 0.37 0.35 Sat Flow, veh/h 1112 1821 637 1781 1870 1585 1781 1870 1585 1781 1857 12 Grp Volume(v), veh/h 46 0 41 46 1 0 1 78 0 593 0 162 Grp Sat Flow(s),veh/h/ln 1815 0 1756 1781 1870 1585 1781 1870 1585 1781 0 1868 Q Serve(g_s), s 2.0 0.0 1.8 1.8 0.0 0.0 0.0 3.1 0.0 26.4 0.0 5.0 Cycle Q Clear(g_c), s 2.0 0.0 1.8 1.8 0.0 0.0 0.0 3.1 0.0 26.4 0.0 5.0 Prop In Lane 0.61 0.36 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 173 0 167 360 378 254 267 658 0 690 V/C Ratio(X) 0.26 0.00 0.25 0.13 0.00 0.00 0.29 0.90 0.00 0.23 Avail Cap(c_a), veh/h 173 0 167 403 423 318 334 678 0 711 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.3 0.0 35.6 27.5 26.8 0.0 30.9 32.2 0.0 25.0 0.0 18.3 Incr Delay (d2), s/veh 0.8 0.0 0.8 0.2 0.0 0.0 0.0 0.6 0.0 15.0 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.8 0.8 0.0 0.0 0.0 1.4 0.0 13.2 0.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.1 0.0 36.3 27.6 26.8 0.0 30.9 32.8 0.0 40.0 0.0 18.5 LnGrp LOS D A D C C C C D A B Approach Vol, veh/h 87 47 79 755 Approach Delay, s/veh 36.2 27.6 32.8 35.4 Approach LOS DCCD Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.0 12.0 35.1 21.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 13.0 6.0 30.0 17.0 Max Q Clear Time (g_c+I1), s 5.1 4.0 28.4 3.8 Green Ext Time (p_c), s 0.1 0.0 0.6 0.1 Intersection Summary HCM 6th Ctrl Delay 34.9 HCM 6th LOS C Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. +&0WK7:6&  :WK6W 3DUNODZQ$YH U:\193806197\technical\synchro\pm.syn 2025 B Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 118 683 304 42 18 95 Future Vol, veh/h 118 683 304 42 18 95 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, %222222 Mvmt Flow 126 727 323 45 19 101 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 368 0 - 0 962 184 Stage 1 ----346- Stage 2 ----616- Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 ----5.84- Critical Hdwy Stg 2 ----5.84- Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1187 - - - 254 827 Stage 1 ----688- Stage 2 ----501- Platoon blocked, % - - - Mov Cap-1 Maneuver 1187 - - - 209 827 Mov Cap-2 Maneuver ----209- Stage 1 ----566- Stage 2 ----501- Approach EB WB SB HCM Control Delay, s 1.7 0 13.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1187 - - - 562 HCM Lane V/C Ratio 0.106 - - - 0.214 HCM Control Delay (s) 8.4 0.6 - - 13.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.4 - - - 0.8 +&0WK7:6&  DFFHVV :WK6W U:\193806197\technical\synchro\pm.syn 2025 B Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 700 2 6 319 27 49 Future Vol, veh/h 700 2 6 319 27 49 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, %222222 Mvmt Flow 753 2 6 343 29 53 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 755 0 938 378 Stage 1 ----754- Stage 2 ----184- Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ----5.84- Critical Hdwy Stg 2 ----5.84- Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 851 - 263 620 Stage 1 ----425- Stage 2 ----829- Platoon blocked, % - - - Mov Cap-1 Maneuver - - 851 - 261 620 Mov Cap-2 Maneuver ----261- Stage 1 ----425- Stage 2 ----822- Approach EB WB NB HCM Control Delay, s 0 0.2 15.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 416 - - 851 - HCM Lane V/C Ratio 0.196 - - 0.008 - HCM Control Delay (s) 15.8 - - 9.3 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.7 - - 0 - DATE: 9/8/2023 TO: 4401 76th Street West CC: Cary Teague – Community Development Director FROM: Chad Millner, PE, Director of Engineering Ben Jore, PE, Senior Project Engineer RE: (4401 76th Street West) – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil and survey drawings dated 9/1/2023 Review Comment Required For General 1. Existing easements held by the City require Council action to vacate if deemed appropriate and necessary for the project. Consideration of requests can require up to 60-days to process. General Comment 2. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy 3. Maintenance of sidewalks along 76th Street is the responsibility of City. Maintenance of internal sidewalks is the responsibility of the property owner. General Comment Survey 4. An existing and proposed site condition survey has been provided. Grading/Building Permit 4.1 Show all existing and proposed public and private easements. Grading/Building Permit 4.2 Development team should consider the need for a public sidewalk easement along 76th Street. Certificate of Occupancy Living Streets 5. Design sidewalks to meet ADA requirements. Grading/Building Permit 6. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit 7. Sidewalk widths shown on the site plan are supported. Grading/Building Permit 8. Site plan must include labels and dimensions of streets, sidewalk, and other hardscapes. Grading/Building Permit Traffic and Street 9. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit 10. Provide traffic study and implement City-approved recommendations. Grading/Building Permit 11. Driveway Entrance permit required for entrance reconstruction. Building Permit Sanitary and Water Utilities 12. Verify fire demand and hydrant locations. Grading/Building Permit 13. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 14. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 15. Apply for a sewer and water connection permit with Public Works. Prior to Starting Utility Work 15.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 15.2 Public Works to determine acceptable installation methods. Grading/Building Permit 16. Disconnected sanitary and water services to be capped at main. Grading/Building Permit 17. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the City to calculate sewer and water connection charges. Grading/Building Permit 18. Water service connection is shown on utility plan. Single connection from main for fire and domestic, split after main connection. N.A. 19. Watermain was constructed in 1966 and the building was constructed in 1969. There is likely no well located on the property. N.A. Storm Water Utility 20. Provide geotechnical report with soil borings. Grading/Building Permit 21. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Grading/Building Permit 22. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit 23. Site drains to structural and regional flooding issues. Provide calculations demonstrating compliance with city permit requirements. Water Resources Permit 24. A floodplain is located on the property. A site-specific standard has been completed for the property. Water Resources Permit Grading Erosion and Sediment Control 25. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Erosion control plan has been submitted. Additional review to be completed. Grading/Building Permit Constructability and Safety 26. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit 27. No Retaining walls proposed. N.A. Other Agency Coordination 28. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 29. Nine Mile Creek Watershed District permit is required. Grading/Building Permit         !"#$%  &' "()   *+%  !"#  ,--'. / .0'-&1'.  (.0(    )  1 2)  3     )  1 2)  3        45 .  6  7() 809     !$  ++     :$   +:+     /!9 9 9 ;9    <.0.,30 #-'(0&(= ;9 !! &-3>0( &4,<$ (<-03$ 80 ; 9  8   <  "?"   ) -   !! &   &)$ () $ 8  9 -    "   @ " 2 )  "     ) "  !"  )) 9 > 6 ?$ " ? )  9 '"  )    "$  A    9 # )   ?"      2  " ?    B  $  " ?   )    9 (  ?"  )   @ " " )   ) "    )  "  "  "    "   ) " B 9  C 4 ?  B 9 <    "  *9 D,  ) E E  + / 89 ' )   FG Existing text – XXXX Stricken text – XXXX Added text – XXXX ORDINANCE NO. 2023-__ AN ORDINANCE AMENDING THE ZONING ORDINANCE TO ALLOW PUBLICLY OWNED AND OPERATED CIVIC AND CULTURAL INSTITUTIONS, INCLUDING BUT NOT LIMITED TO ADMINSTRATIVE OFFICES, LIBRARIES, PUBLIC SAFETY BUILDING AND PLACES OF ASSEMBLY AS A PERMITTED USE IN THE PID, PLANNED INDUSTRIAL ZONING DISTRICT. The City Of Edina Ordains: Section 1. Chapter 36, Article VIII, Division 9 is hereby amended to add the following: Sec. 36-640 Principal uses (PID District). (12) Publicly owned and operated civic and cultural institutions, including but not limited to administrative offices, libraries, public safety buildings and places of assembly. Section 2. This ordinance is effective immediately. First Reading: Second Reading: Published: ATTEST: ______________________________ _____________________________ City Clerk Mayor Please publish in the Edina Sun Current on: Existing text – XXXX Stricken text – XXXX Added text – XXXX 2 Send two affidavits of publication. Bill to Edina City Clerk CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Ordinance was duly adopted by the Edina City Council at its Regular Meeting of _______, 2023, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ______ day of ____________, 2023. ________________________________ City Clerk The CITYofEDINAEdinaMN.govZoning Ordinance Amendment, Site Plan and Variances – Fire Station #2 4401 76thStreet The CITYofEDINASite The CITYofEDINASite The CITYofEDINA4/05/124SiteComprehensive Plan The CITYofEDINAEdinaMN.gov5Site The CITYofEDINA4/05/126Site The CITYofEDINA4/05/127 The CITYofEDINAEdinaMN.gov8 The CITYofEDINA4/05/129Fire Station #2Sketch Plan The CITYofEDINARevisions from Sketch Plan¾Enhanced landscaping along the east and west side drive aisles and west side of the building at the side entrance.¾Provided permeable brick pavers in the parking areas to assist with stormwater management.¾Access provided on the east and west side of the building for future development of the south portion of the site.¾Integrated 90-degree parking along the new west access road in lieu of having parking lot on the west side of the building which allows for a larger outdoor gathering area and greenspace adjacent to the community room.¾Added a water feature on west side of building near the outdoor gathering area.¾Removed 22 feet of building length east – west along 76th street.¾Relocated staff parking area and reduced overall size to south side of the building away from 76th street. The CITYofEDINA The CITYofEDINA The CITYofEDINA4/05/1213 The CITYofEDINA4/05/1214 The CITYofEDINA4/05/1215 The CITYofEDINA4/05/1216 The CITYofEDINA4/05/1217 The CITYofEDINA4/05/1218 The CITYofEDINAEdinaMN.gov19 The CITYofEDINAThis Request Requires:1. An Ordinance Amendment to Section 36-640 of the City Code to allow publicly owned and operated civic and cultural institutions, including but not limited to administrative offices, libraries, public safety buildings and places of assembly as a principal use. In the PID, Planned Industrial District. Currently these types of uses are currently allowed by conditional use in the R-1, Single Dwelling Unit District. 2. A Site Plan with the following Variances: ¾ Sign Variances from Chapter 36 Section 36-1716 regarding signage in the PID zoning district to allow a front wall sign from 50 to 107 square feet in size; to allow additional side wall signage 48 and 36 square feet in size, and to allow the building name and the number “2” on each side wall. ¾ Building Variances from Chapter 36 Section 36-644 regarding first floor building height from 20 feet to 11 feet and building transparency on the first level facing the public realm from 75% to 45%. The CITYofEDINAOrdinance Amendment The CITYofEDINAAllowed inIndustrial Districts as a Permitted UseAllowed inR-1 or Equivalent Districts as a Permitted UseCityNoYes (CUP)EdinaYesYes (CUP)MinnetonkaYesYesBloomingtonYesYesHopkinsNoYesRichfieldYesYesSt. Louis ParkYesYes (CUP)LakevilleYesNoEden Prairie The CITYofEDINAOrdinance AmendmentSection1.   Chapter 36, Article VIII, Division 9 is hereby amended to add the following: Sec.36Ͳ640Principaluses(PIDDistrict).(12)  Publicly owned and operated civic and cultural institutions, including but not limited to administrative offices, libraries, public safety buildings and places of assembly. The CITYofEDINAReview of Site Plan: The CITYofEDINA The CITYofEDINA PID, Planned Industrial District Proposed Front – 76th Street Side – West Side – East Rear 30 feet (Measured to the curb) 30 feet 30 feet 30 feet 30 feet 89 feet 91 feet 150+ feet Building Height 12 stories & 144 feet 2 story fire station 32-64 feet tall First floor height 20 feet 11 feet* Building Transparency 75% 43%* FAR .50 .10 Building Coverage .45 .07 Freestanding sign 20-foot setback (from curb) 36 square feet 8 feet tall 20-foot setback (sign will be moved to meet the requirement 32 square feet 6 feet tall Wall Sign (front) 50 square feet 107*(includes City logo) Wall Sign (non-street facing) Not allowed if non-street facing 48 square feet each side 36 s.f. “2” The CITYofEDINAPrimary IssuesƒThese variances are reasonable given the use of the proposed building as a fire station and public facility, including the public health division and community space. ƒA 20-foot floor to floor height with 75% transparency on the street would not be appropriate for the office and living quarters of a fire station. ƒThese requirements also run contrary to the City’s sustainable buildings policy and are not energy efficient. ƒThe apparatus bays and the community room will meet the 20-foot ceiling height requirement. ƒThe planning commission is proposing revisions to this portion of City Code for 2024 as part of their work plan. ƒThe circumstances are unique for this type of use, a fire station, community room public, and public health administrative offices.¾Are the proposed Variances for first floor height and transparency justified? The CITYofEDINAPrimary Issues¾Are the proposed Sign Variances justifiedƒThe sign variances are reasonable given the proposed use, and size of the front width of the building along 76thStreet. The size of the proposed signage is in scale with the building given the large front. The front facing signage would make up just 1.6% of the front wall façade. By comparison, signage is allowed up 15% of a wall façade in the City’s commercial zoning districts.ƒThe proposed signage will make the building easily identifiable as a fire station and civic facility. Issues have been raised in the past from the community that existing fire stations are not easily identifiable.ƒThe city fire logo and “2’s” provides branding of the facility as an Edina public facility and are seen as important architectural features. ƒThe signage proposed along the side walls is also reasonable as the “Fire Station 2” signage would be code compliant in the future when public access or streets are provided in the future for future development of the property to the south. The CITYofEDINAEdinaMN.gov29 The CITYofEDINAEdinaMN.gov30 The CITYofEDINAStaff RecommendationStaff recommends approval of the Ordinance Amendment, Site Plan and Variances subject to the findings and conditions in the staff report. The CITYofEDINAEdinaMN.gov32 The CITYofEDINAEdinaMN.gov33 The CITYofEDINAEdinaMN.gov34 REVISED SEPTEMBER 05, 2023CITY OF EDINAFIRE STATION 2  !"# $%%&! '()"*')"!+",'(#!'- ! "#$%&'( )(&)*! ($ +!&(&"#$"&#(, -$'. (&* . ( //01 2 &!( 34(5(#&&( ) (&6&)(. 7$) 6. #8 9& 7:$#$$* . ! 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A -. # "#$%&'(! , $+# '$A". ),.!  AÀPLANNING COMMISSION PACKET - JULY 15, 2023PROJECT INTRODUCTIONJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023This project intends to use the property located at 4401 West 76th Street in the Pentagon ParkNeighborhood as the location for a the City's new Fire Station 2 . The services of Fire Station 2 currently exist in a site-constrained facility. This proposed propertywould provide sufficient space for the identified operational needs of the facility and wouldbe placing it in a location included in long-term plans for redevelopment and increasedresidential density. The existing office building at this site would be removed to make room forthis new facility. The planned facility is approximately 36,000 GSF and will provide operationalspace for both the Fire Department and Community Health Department. The inclusion of theCommunity Health Department would help the city prepare for and respond to current andfuture public health crisis, as well as other emergencies in and around Edina. Additionally, it willhouse important community functions of public health: restaurant and swimming poolinspections, rental housing licensing and inspections services, and recycling and organicscollection services. The project is planned to be two-stories and include community-focusedindoor and outdoor spaces. The planning team is currently gaining input from projectstakeholders and community members through the Values Viewfinder and Better Togetherengagement processes.This project will be a catalyst for implementing the Southdale Design Guidelines within thisregion of the City. The initial phase will involve constructing Fire Station 2 along with replacingexisting hardscape and adding native seed mix on disturbed areas and restoring existingwetland on the southwest corner of the site. Future phases may include the potentialsubdivision of the site for development opportunities, including a greenway connection to theCity’s park system.EDINA FIRE STATION 2 PARK LAWNW 76TH STREETFRANCEMINNESOTA DRIVEW77TH STREETSOUTHDALEGALLERIACENTENNIAL LAKESHWY 494CROSSTOWN HWYMN CENTERFRED RICHARDS PARKCORNELIASITESITE !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023EXISTING CONDITIONS - AERIAL VIEW LOOKING NE4401 W. 76TH STJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2 PARKLA W NW 76THFRANCESITESITEMINNESOTA DRIVECENTENNIAL LAKESHWY 494MN CENTERFRED RICHARDS PARKCORNELIA !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023EXISTING CONDITIONS - OVERLAY AERIAL VIEW LOOKING NE4401 W. 76TH STJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2 PARKLAWN AVENUEW 77TH STREETW 76TH STREETFRANCE AVENUESITESITE !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023EXISTING CONDITIONS - SITE AERIAL4401 W. 76TH STJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2 PARKLA W NW 76THFRANCESITEMINNESOTA DRIVECENTENNIAL LAKESHWY 494MN CENTERFRED RICHARDS PARKCORNELIA !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023EXISTING CONDITIONS - SITE AERIALJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2 PARKLAWN AVENUEW 77TH STREETW 76TH STREETFRANCE AVENUESITESITE !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023CONCEPTUAL NEIGHBORHOOD SITE PLAN - SKETCH PLAN4401 W. 76TH STJULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2  !"# $%%&! '()"*')"!+",'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023JULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2LANDSCAPE PLAN5%COLORED CONCRETE ENTRY PLAZASTAIR3 FLAG POLESPLAIN CONCRETE SIDEWALKCOLORED CONCRETE EVENT PLAZADASHED LINE = CANOPY ABOVECLAY BRICK PERMEABLE PAVING INPARKING STALLSBITUMINOUS PAVING IN DRIVE AISLENATIVE PRAIRIE PLANTINGSBIKE RACKSDEMONSTRATION POND WITHINTERPRETIVE SIGNAGECLAY BRICK PERMEABLEPAVING IN PARKING STALLSSYNTHETIC TURF OUTDOORFITNESS AREACLAY BRICK PERMEABLE PAVINGIN STAFF PARKING LOTMASONRY ENCLOSURE ATGENERATORCLAY BRICK PERMEABLEPAVING IN PARKING STALLSCLAY BRICK PERMEABLEPAVING IN PARKING STALLSCLAY BRICK PERMEABLEPAVING WITH PLANTINGCUTOUTS IN BOULEVARDNATIVE PRAIRIE PLANTINGSSTAFF FITNESS ENTRYTURF GRASS LAWN -LOW MOW FESCUE MIXEDINAFIRE STATION 2  !" #$%%&! 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' ( )"*') "!+" ,'(#!'-PLANNING COMMISSION PACKET - JULY 15, 2023JULY 14, 2023PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023EDINA FIRE STATION 2!!$$$$$$$Q!!!!1* $&,+1'16111111,((2*,*,((2*,*,((2*,*-%*!, *("$%(*""*,*% -)*+*,*()1(0(1()("$%(*""*,*% -)*+"**)1(0(11%+"7)7- !%%+"7)7- !%*''4 - !%%,*!$!$.#*$!$011$--%+"7)7- !%%+"7)7- !%%+"7)7- !%%+"7)7- !%%+"7)7- !%8*$!%(,("$%()1(0%(%'(#",--(,,((#-%(,*.%(0,&*%*&*+,((#"*$%,+"*%!(PLANNING COMMISSION PACKET - SEPTEMBER 05, 2023LEVEL 2 FLOOR PLAN758(1257+ ". "#%/"!*+ 01( !" - , ! +)23$4/ " # #*"5"**/"!*+ 6% ! 7 ) ' 3- $!83$!5) '#.-9"*%'"*/"!*23$4%'"*+"*+'*:;/"!*6% &% 3- $!8."-#) '#' &- " *#" +' +' $!23$4" - - +0#" +' #" +' +' $!6)$- 8$!'"*"+)*"- /"''-!, ! +) '33., $- %%'"*/"!*23$4%'"*+"*+%: <0: === #, / " !*6%' " ** # + *9-.+ %&*"'5$$%' " * / *" !1 #*" !723$4*$!7 3$" -0+ %&*"'5$$, ! +) 6"-1, - 0'3,.%"+$!-( 9!-23$4" %+' $!3&- ! +)3*$#1 6"77"8 8!&' %7EXTERIOR MATERIALS LEGEND: !"# $%%&! 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"!    *, -( % . /0((* * &&&#    !" 01!#%'2!! !#1!  "  %$$%1!&%&3' &!!&!&! %&!%22%% &2%4%#5  %!67' "&!" %!&  &%%&& '(! % 8 *9,1!2748 :98 8 9882%5 %8!  %%%&!$%2&22  %#'!%2;&" /!" &%%&!&! !< 72' '"&="=" = "#>3%!%%="&!$ !# & %3="%!%   #$  22/ 0#)$% /2%?22+!/ ; @) /2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 City Hall • Phone 952-927-8861 Fax 952-826-0389 • www.CityofEdina.com Date: September 13, 2023 To: Planning Commission From: Cary Teague, Community Development Director Re: Sketch Plan Review – 5120 & 5124 Hankerson Avenue The Planning Commission is asked to consider a sketch plan request to tear down two existing single-dwelling units to build two double dwelling units. The development would gain access off the Alley on the west side of the properties. (See attached applicant narrative and plans.) The subject properties are zoned R-1, Single Dwelling unit District. The site is guided low density residential, which allows between 1-5 units per acre. The properties are 19,468 square feet in size total (9,769 and 9,699 s.f. each). The proposed density of this project is 9 units per acre. The applicant has indicated they would seek the following if a formal application is made: ¾ A Comprehensive Plan Amendment to re-guide the site from Low Density Residential to Medium Density Residential, which would allow up to 12 units per acre; and ¾ A Rezoning from R-1, Single-Dwelling Unit District to PUD, Planned Unit Development, to be part of the adjacent Grandview Townhome PUD. Flexibility through the PUD would be for structure setback, building coverage and lot area per dwelling, like the existing PUD to the south. The table on the following page is a compliance table demonstrating how the proposed new building would and would not comply with the adjacent PUD, R-1, and R-2 zoning district standards. City of Edina • 4801 W. 50th St. • Edina, MN 55424 Compliance Table Comp. Plan R-1 R-2 PUD (Grandview Townhomes) Proposed Front – Hankerson Side – North Side – South Rear – West 30 feet 10 feet 10 feet 25 feet 30 feet 10 feet 10 feet 35 feet 30 feet (porch) 12 feet 12 feet 20 feet 30 feet 18 feet 10 feet 20 feet* Building Height 2.5 stories or 30 feet 2.5 stories or 35 feet 2.5 stories or 33 feet 1.5 stories Building Coverage .25 .25* .45 .34* Minimum Lot Size 9,000 s.f. 15,000* s.f. -- 9,769 and 9,699 s.f.* Density Allowed (units allowed on the site) 1-5 units per acre 1-5 units per acre 1-5 units** per acre 12 units per acre 9 units per acre** (4 units**) *Flexibility required from R-1, R-2 or PUD Standards **Comprehensive Plan Amendment Required Highlights/Issues: ¾ Note that in the above table, the proposed sites are over 5,000 square feet short of the lot size required for a duplex on property zoned R-2, Double Dwelling Unit District. However, the proposal would be consistent with the standards in the PUD to the south, the Grandview Townhomes. ¾ Affordable Housing. The market value for the two units that exist on the site is $437,000 and $407,500. The existing homes would not be considered affordable housing, however, could be considered naturally occurring affordable housing. (See attached memo from the City’s Affordable Housing Development Manager.) ¾ The properties to the north and west contain single family homes that are zoned R-1, Single Dwelling Unit District. The property to the east is a bank, Zoned PCD- 2, Planned Commercial. The property to the south is the Grandview Townhome PUD. (See next page and attached Zoning Map). City of Edina • 4801 W. 50th St. • Edina, MN 55424 ¾Density/Comprehensive Plan. The proposed density would be 9 units per acre, compared to the Grandview Townhomes to the south which is 12 units per acre. ¾To accommodate the request, a Comprehensive Plan amendment is requested to Medium Density Residential. The Medium Density Residential District allows between 5-12 units per acre. The map below shows how the Comprehensive Plan would be amended to accommodate the change in designation. Sites Existing Land Use Plan Proposed Land Use Plan Sites Sites City of Edina • 4801 W. 50th St. • Edina, MN 55424 ¾ As suggested with the recent Grandview Lane sketch plan review, staff would recommend that in addition to the entire block of Grandview Lane this block on Hankerson be included as a potential future area of change and studied further within the next Comprehensive Plan Update. Re-guiding this entire area to medium density residential could be considered at that time. ¾ Primary issue to be considered with a formal application will be the appropriateness of extending the PUD and medium density to the north on this block. Date: August 14, 2023 Re: Hankerson Avenue Redevelopment 5120 and 5124 Hankerson Ave. PID 28-117-21-32-0144, PID 28-117-21-32-0172 Background: This project is adjacent to the previously approved, built, and fully occupied, Grandview Townhomes of Edina PUD. We have endeavored to create a complimentary project with a different style of unit to address community feedback. We encountered considerable demand for additional units in this area during the 2021 and 2022 Parade of Homes. Proposal: The project consists of a total of 4 units on the subject properties in 2 – 2 unit Buildings. x We are proposing to amend and expand the existing Grandview Townhomes PUD. x Expanding the Existing PUD offers several benefits to the City and the Existing Residents of Grandview Townhomes. o It allows a seamless addition of these 4 units to the existing Grandview Townhomes HOA; this expands the basis of the HOA by 50%, allowing for increased efficiencies in maintenance and services budgets. o It also allows for the integration of this project into the existing 9-mile Creek Watershed agreements simplifying compliance going forward. Project Specifications: x Project Density is 8.95u/a, requiring a Comprehensive Plan request for a Comp Plan change to Medium Density. We are also requesting a rezoning from R1 to PUD (amending the existing Grandview Townhomes PUD). x Building Hardcover is ~39.98% (less than Grandview Townhomes). x Setbacks from Hankerson and the Alley are identical to Grandview Townhomes, Setback from the North Property Line is 18’6”. x Building to building distance to 5112 Hankerson is about 30’. x Building is divided into 2 – 2-unit Buildings. o The proposed units are Single-level Rambler-style homes over a full basement. ƒ During our sales period for Grandview Townhomes, we heard considerable demand for this style unit from existing Edina residents who chose to visit our model and expressed a desire to downsize and asking us when we would build that kind of product. o As in Grandview Townhomes, developing the project as 2 buildings allows for a better relationship meeting the various existing grades around the site, the alley, and Hankerson Ave. It also presents a less ‘monolithic’ building. o Building to Building distance is 20’, which is the same as Grandview Townhomes. o Significant vistas through and between the structures will result. x Building Elevations are complimentary to Grandview Townhomes but also have their own individual style. o The siding is composite, pre-finished material with a 30yr (min) finish warranty. o ‘Stone’ accents are a composite stone product. o A Material Board can be provided to PC and Council at formal Rezoning/Comp Plan change application. x Exterior finishes are similar to and complementary to Grandview Townhomes. See image of the built Grandview Townhomes below. x Unit Pricing should be starting in the low $800’s (subject to industry pricing). x Building information o Units each to have a 2-car garage o Units continue to be Ramblers, with an unfinished basement o Basement finishes are available o Units will have up to 4 bedrooms and 4 baths o Sample images of unit finishes are below Conclusion: Donnay Home believes that, like the Grandview Townhomes project, the addition of this development to the neighborhood will be a benefit to the entire Brookside neighborhood, meet the stated goals of the Grandview Small Area Plan, turn barriers into opportunities, provide a buffer to the neighborhood from the Vernon Ave Commercial area, enhance property values in the neighborhood, improving the Vernon and Hankerson streetscape, offer a type of housing that is in short supply in the City of Edina, and compliment walkability in the Brookside neighborhood. Streetscape images follow: PDF created with pdfFactory Pro trial versionwww.pdffactory.com TO: Cary Teague, Community Development Director FROM: Stephanie Hawkinson, Affordable Housing Development Manager DATE: August 29, 2023 RE: Hankerson Avenue Redevelopment Proposal Donay Homes is proposing the demolition of two single family homes at 5120/5124 Hankerson for the development of two side-by-side duplexes, thus increasing the number of housing units by two. Affordable Housing The Metropolitan Council establishes that a house is affordable to a household whose income is at 80% or below Area Median Income (AMI) if valued at no more than $304,700. Minnesota Housing and the Come Home 2 Edina down payment assistance programs (DPA) have purchase price limits set at $515,200. The current assessed values of 5120/5124 Hankerson are $407,500 and $437,400, which would qualify for the DPA but are not considered affordable to low-moderate income buyers. Although the term “Naturally Occurring Affordable Housing” or NOAH pertains to multifamily rental housing, it could be argued that the general concept applies to the two Hankerson houses for middle income homeownership opportunities (up to 115% of AMI). The replacement homes that are proposed to sell for $800K do not qualify as affordable by any standard, so this would be a loss of two moderately priced homes. However, if the project were denied, this developer or another, could demolish the homes and redevelop as new single-family homes at higher price-points. Historically, the average value of a new single-family home from a teardown rebuild has exceeded $1.2 million. Support for Increasing Density According to the Federal Reserve Bank of Minneapolis, producing more homes is the single most effective way to ensure long-term housing affordability (based on economic supply/demand principles). The Comprehensive Plan and the Housing Strategy Task force both call for the development of “Missing Middle” housing, which provides increased density and housing supply through duplexes, tri-plexes, up to townhomes and small-scale apartments. The Comprehensive Plan states that “’Missing middle’ housing encompasses housing between the scale of low and high densities, providing both an option to meet needs, and a built form type that can transition between adjacent districts of different levels of scale and intensity.” This type of housing is ideally suited in between commercial districts and single- family residential neighborhoods. The Housing Strategy Task Force report encourages the development of duplexes or Missing Middle Housing. They include “Support opportunities to accommodate Missing Middle housing within the city, defined as range of multi-unit or clustered housing types compatible in scale with single-family homes.” The Task Force also proposed a goal to consider zoning amendments that would expanding housing options, such as “consider[ing] zoning amendments in limited areas (such as transitional areas and activity nodes) and pursue zoning changes to encourage split lots to allow infill, to allow lot splits for infill, single-family ownership housing, detached or attached (zero lot line), on lots after splitting that are 50’ or wider (or 3,500 sf or larger).” This type of housing also has market also has market benefits. According to the Edina Maxfield Housing Study: “With the overall aging of the population, more  households are looking for greater convenience and less space in their housing and are selecting twin homes, detached townhomes, and condominiums.” Recommendation Based on these approved plans, and the location adjacent to a commercial node, I recommend support of the proposal. Policy consideration When NOAH properties are lost to make way for higher market rate housing, consider incentives to encourage cost reductions of the new units without disincentivizing increased density. Site DATE: 9/6/2023 TO: Cary Teague – Planning Director FROM: Ben Jore, PE – Senior Project Engineer RE: 5120 & 5124 Hankerson – Sketch Plan Review The Engineering Department has reviewed the subject property for street and utility concerns, grading, stormwater, erosion and sediment control and for general adherence to the relevant ordinance sections. This review was performed at the request of the Planning Department; a more detailed review will be performed at the time of building permit application. Plans reviewed included project site concept and streetscape dated 8/14/2023 Summary of Work The applicant proposes to tear down two single family homes and construct two duplexes. Easements ǤǤ Grading and Drainage Site drains to stormsewer which discharges to Minnehaha Creek. Stormwater Mitigation Site does not drain to structural flooding issues. Drainage to private property will be reviewed at time of application but does not appear to be an issue. Stormwater will be reviewed to ensure that it is consistent with City of Edina Building Policy SP-003 standards. Stormwater report must be signed by a professional engineer and demonstrate no increase in peak rate to private property for the 10yr storm event. A final grade as-built survey and inspection will be required to verify compliance with the approved stormwater plan. Floodplain Development N.A. Erosion and Sediment Control An erosion and sediment control plan was not submitted or reviewed. Erosion and sediment control plan consistent with City of Edina Building Policy SP-002 will be required at time of application. Street and Driveway Entrance The applicant proposes to relocate/replace the existing curb cut. A driveway entrance permit will be required. The street was reconstructed (mill and overlay) in 2019. Refer to standard plate 541 for patching requirements. Public Utilities Water and sanitary is served from Hankerson Ave. A one-inch water service line from the curb stop to the dwelling is required per the City’s policy SP-024. Sewer and water connection fees shall be paid prior to building permit issuance. (SUBDIVISION) Sump line available for connection. If connecting to the City sump line, a permit and compliance with City of Edina Building Policy SP-006 will be required. Miscellaneous A Nine Mile Creek Watershed District permit may be required, applicant will need to verify with the district. Site drains to Minnehaha Creek Watershed District but is within the legal boundary of Nine Mile Creek Watershed District. Minnehaha Creek Watershed District should also be notified of the project. It is unlikely that a well is located onsite. The original watermain was constructed in 1953 and the original home was constructed in 1956.              ! !"#"    $%& '     $( %) * + ,-))$ $ ...#    !" '#* $%&  "  '*//* $%& *&#*.&!0  **.!**.&*!1   #$  $%& Page 1 of 4 Planning Commission 2024 Proposed Work Plan 1 Initiative Type: Ongoing/Annual, Event Target Completion Date: Q4 Lead(s): All Commissioners Initiative Title: Land Use Applications Initiative Description: Review land use applications, send recommendations to Council on CUP, site plans, and rezoning. Deliverable: Recommendations on land use applications submitted to City Council. Council Charge: ܆ 1: Study & Report ܆ 2: Review & Comment ܈ 3: Review & Recommend ܆ 4: Review & Decide Budget Required (completed by staff): None required. Staff Support Required (completed by staff): Planning Staff & Communications. Liaison Comments: This is the primary responsibility of the Planning Commission City Manager Comments: 2 Initiative Type: Project Target Completion Date: Q4 Lead(s): Miranda (lead), Padilla, Felt, Daye Initiative Title: Consider the next “Areas of Potential Change” for future small area planning/lead in to the next Comprehensive Plan Update. Initiative Description: Consideration of areas for future small area planning. This would lead in to the next Comprehensive Plan Update. Deliverable: Recommendation to the City Council. These areas would then be studied further in the next Comprehensive Plan update or earlier if recommended by the City Council. Council Charge: ܆ 1: Study & Report ܆ 2: Review & Comment ܈ 3: Review & Recommend ܆ 4: Review & Decide Budget Required (completed by staff): No budget required. Staff Support Required (completed by staff): Planning staff. This task should not take a lot of time to complete but will be important to set the stage for the next areas to study as part of the 2028 Comprehensive Plan. Liaison Comments: This task is to simply identify the areas, not study them. City Manager Comments: = commission = staff Page 2 of 4 3 Initiative Type: Project Target Completion Date: Q4 Lead(s): Bornstein (lead), Padilla Initiative Title: Zoning Ordinance Amendment – Study and draft an Ordinance regarding cannabis regulations. Initiative Description: Study and propose/recommend regulations per state statute. Deliverable: Recommendation to City Council. Council Charge: ܆ 1: Study & Report ܆ 2: Review & Comment ܈ 3: Review & Recommend ܆ 4: Review & Decide Budget Required (completed by staff): No budget required. Staff Support Required (completed by staff): Planning staff. Liaison Comments: Addison Lewis will be the staff lead. City Manager Comments: 4 Initiative Type: Project Target Completion Date: Q4 Lead(s): All Commissioners Staff will draft Ordinance Amendments & the entire Commission will discuss at work sessions. Initiative Title: Zoning Ordinance Amendments – 1) Updating the industrial zoning district standards to be more flexible with respect to retail uses already allowed in the district; 2) Revise Building material, first floor height and transparency requirements for new buildings; 3) Sign Ordinance revisions. Initiative Description: Zoning Ordinance revisions. Deliverable: Recommendation to City Council. Council Charge: ܆ 1: Study & Report ܆ 2: Review & Comment ܈ 3: Review & Recommend ܆ 4: Review & Decide Budget Required (completed by staff): No budget required. Staff Support Required (completed by staff): Planning staff. Liaison Comments: Ordinance amendments to address issues that were raised over the past year. City Manager Comments: Page 3 of 4 5 Initiative Type: Project Target Completion Date: Q4 Lead(s): Felt & Daye (leads), Smith, Bornstein Staff will draft Ordinance Amendments Initiative Title: Create new zoning district(s) or revise existing districts. Initiative Description: Revise existing or create new zoning districts to better align the City’s base zoning districts with the comprehensive land use plan. Deliverable: Recommendation to City Council. Council Charge: ܆ 1: Study & Report ܆ 2: Review & Comment ܈ 3: Review & Recommend ܆ 4: Review & Decide Budget Required (completed by staff): No budget required. Staff Support Required (completed by staff): Planning staff. Liaison Comments: Staff would draft the amendments. This would be a large undertaking but important to revise the City’s base zoning district to align with the Comprehensive Plan more closely. City Manager Comments: 6 Initiative Type: Project Target Completion Date: Q4 Lead(s): Miranda, Daye, Strauss List at least one commissioner Initiative Title: Parking Initiative Description: Consideration of future of parking in Edina to identify parking initiatives to pursue in the next 10-15 years, in what order and what commissions/resources should be assigned to each. Planning Commission will be the lead. ETC & EEC will review and comment on final report and recommendation from Planning Commission. Deliverable: Recommendation to City Council. Council Charge: ܆ 1: Study & Report ܆ 2: Review & Comment ܈ 3: Review & Recommend ܆ 4: Review & Decide Budget Required (completed by staff): No budget required. Staff Support Required (completed by staff): Planning staff. Liaison Comments: City Manager Comments: Page 4 of 4 7 Initiative Type: Project Target Completion Date: Q4 Lead(s): List at least one commissioner Initiative Title: Cahill District Plan – Next Steps. Initiative Description: Deliverable: Council Charge: ܆ 1: Study & Report ܆ 2: Review & Comment ܈ 3: Review & Recommend ܆ 4: Review & Decide Budget Required (completed by staff): Yes. If consultant is required to assist. Staff Support Required (completed by staff): Yes. Liaison Comments: City Manager Comments: 8 Initiative Type: Project Target Completion Date: Q4 Lead(s): Bennett Initiative Title: Development Review Process Initiative Description: Enhance and diversify the communication of the development review process through BTE, city meetings, and other media/means. Deliverable: Recommendation to City Council. Council Charge: ܆ 1: Study & Report ܆ 2: Review & Comment ܈ 3: Review & Recommend ܆ 4: Review & Decide Budget Required (completed by staff): No budget required. Staff Support Required (completed by staff): Planning, Administration & Communications staff. Liaison Comments: City Manager Comments: Parking Lot