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pc-agenda-oct-24-22         REGULAR MEETING AGENDA  Planning Commission meetings are being conducted in a hybrid format with in‐person and remote  options for attending, participating, and commenting. The public can make statements in this meeting  during the planned public comment sections. Some members of the Commission may attend virtually.  Members of the public may attend virtually by following instructions below.     Remote Attendance/Comment Options: Members of the public may attend this meeting by watching  on cable channel 16, streaming on CCXmedia.org, streaming via Webex, or by calling 1‐415‐655‐0001  and entering access code 2469 003 8197.    1. Call to Order & Land Acknowledgement    2. Approval of Agenda    3. Approval of Minutes  October 10, 2022, Regular Meeting    4. Informal Public Hearing – McDonald’s Corporation PUD No. 58, Amendment No.2  Applicant: Kevin Shay, of Landform, on behalf of Kurtis DeMarse of McDonald’s USA  Address: 730 Winnetka Ave N    5. Informal Public Hearing – Conditional Use Permit No. 174 to allow for Automobile Sales  Applicant: Tom Meyer, of Landform, on behalf of Drake Motor Group GV LLC  Address: 650 Ottawa Ave N    – End of Televised Portion of Meeting –  To listen to this portion, please call 1‐415‐655‐0001 and enter meeting access code 2469 003 8197.    6. Council Liaison Report    7. Other Business  a. Reports on Board of Zoning Appeals and Other Meetings    8. Adjournment  October 24, 2022 – 6:30 pm  Council Chambers  Hybrid Meeting          REGULAR MEETING MINUTES    This meeting was conducted in a hybrid format with in‐person and remote options for attending,  participating, and commenting. The City used Webex to conduct this meeting and members of the  public were able to monitor the meetings by watching it on Comcast cable channel 16, by streaming it  on CCXmedia.org, or by dialing in to the public call‐in line.     1. Call to Order  The meeting was called to order at 6:30 pm by Chair Pockl.     Roll Call  Commissioners present: A. Brookins, E. Brenna, S. Ginis, A. Johnson, L. Pockl, C. Segelbaum,  Commissioner absent:  M. Ruby  Staff present:     Jason Zimmerman – Planning Manager, Myles Campbell – Planner  Council Liaison:   Denise La Mere‐Anderson    2. Land Acknowledgement    3. Approval of Agenda  MOTION made by Commissioner Brookins, seconded by Commissioner Segelbaum, to approve the  agenda of October 10, 2022.   Motion carried.    4. Approval of Minutes  MOTION made by Commissioner Ginis, seconded by Commissioner Brenna, to approve the meeting  minutes of September 12, 2022.   Motion carried with Brookins and Johnson abstaining.     5. Informal Public Hearing – Zoning Text Amendments to allow for Accessory Dwelling Units  Applicant: The City of Golden Valley    Myles Campbell, Planner, started with a background of the entire ADU ordinance and provided a  general overview of the presentation.   2018 ‐ ADUs were first identified in the City’s 2040 Comprehensive Plan as an implementation item  relating to a goal of the Housing Chapter.  2020 ‐ ADUs were identified in the City HRA’s 5‐year Strategic Plan as a tool to diversify housing  options.  2021 – ADU research included on the Planning Commission's Annual Work Plan, two discussions were  presented at Planning Commission and in November of 2021 the discussion was brought to a Council  work session.   October 10, 2022 – 6:30 pm  Council Chambers  Hybrid    City of Golden Valley    Planning Commission Regular Meeting  October 10, 2022 – 6:30 pm       2  2022 – ADU ordinance discussions continued, following Council direction and from May‐June, a  survey was hosted on the City webpage for feedback.     There will be three main areas of focus for regulating ADUs: location, size and appearance, and  administration. Staff elaborated on each area of focus for attached and detached ADUs.     Staff reviewed the public comments and the new public comment process with asynchronous  meeting software, Golden Valley Speaks. There were 35 comments related to this hearing so staff  summarized the comments in support of ADUs and those not in support. The steps involved in  establishing an ADU aim to strike a balance between leaving design flexibility mostly to the property  owner, with specific restrictions and requirements to oversee the addition of a new housing type in  Golden Valley.     Recommendation  Based on the body’s review of the topic, staff encourages Planning Commission to recommend the  Council adopt the amended zoning code ordinance relating to the provision of Accessory Dwelling  Units.     Commissioner Segelbaum mentioned that many comments stated pros and cons to rentals, based on  that he asked about City Code and rental licenses. Staff responded that rental licenses are issued by  the Fire Department and discussed the life safety issues the department looks for. Staff went on to  discuss the history of interest in Airbnb and other short‐term rentals.  Commissioner Ginis mentioned density and ADUs as alternative housing choices and asked staff  what Golden Valley may expect based on other suburbs for density. Staff responded that the trends  show a slow adoption and comparative suburbs vary but are generally under 20 in total. The cost of a  detached ADU is comparable to building a new home so an attached ADU is more reasonable.     The conversation continued on to discuss regular accessory structures and variances, as well as what  would qualify for variances with an ADU. Staff responded that the City does not allow variances for  land use changes.   Commissioner Brenna asked staff to confirm waste hauling will be reviewed and included. Staff  stated in the affirmative that this will be reviewed and handled then discussed options for extra cans  or sharing. All cans, regardless of amount, are subject to the screening/storage regulations.   Commissioner Johnson asked what the benefit is for a homeowner to obtain an administrative  approval and what inspections will occur. Staff will have a working list of all ADUs and a new  homeowner may obtain a rentals license as the rental regulations are different for ADUs versus  others. If a homeowner doesn’t register their ADU, the City has the power to issue citations and shut  the rental down.   Chair Pockl asked if there has been a pattern of property home values decreasing with ADUs. Staff  didn’t have an area comparable to discuss but many of the coastal areas that have ADUs are thriving  communities. Generally, the county assessor is reviewing land size, home sizes, access to amenities,  and schools when assessing home values.     City of Golden Valley    Planning Commission Regular Meeting  October 10, 2022 – 6:30 pm       3  Chair Pockl opened the public hearing at 7:22pm    Ruth Paradise  8515 Duluth Street  I’m in favor of these ADUs, I drove around to look at additions and they don’t seem as different aside  from ADUs may be rented. There is a shortage of affordable housing, many cities are looking at ADUs  but why are they called accessory dwelling units? ADUs are neither an accessory nor units, they’re  necessary and a home. These homes can be for relatives or a renter while assuring the primary  owner may have privacy. Single family homes are rented out in Golden Valley, and an ADU is a home  and a person can rent a home, they are a necessity. I think Golden Valley should be a part of this  solution.     Jeff Hanes  1550 St Croix Circle  I support ADUs for three reasons: The city will be competitive with other suburbs, it provides  flexibility for the city and the resident/home owner, city staff has shown there are regulations and  pieces in place to ensure the process is monitored.      Mark Pirkl  1711 Quebec Ave N  Made a suggestion to staff on PowerPoint formatting.     Phillip Lund  7073 Winsdale Street  I would like to commend the staff and City for addressing clinical issues that pertain to the ADU, I’m  an architect and builder. I think the parameters are well done. Regarding density, it’s conceivable  that four intersecting properties all erect a detached ADU and thus quadruple the density. This  scenario won’t happen but is conceivable. Can you define a what makes an accessory structure an  ADU. Does it need to have utilities, or a sidewalk; what makes a person have to apply for an ADU  versus having a structure that someone lives in but uses the primary residence for utilities.     There were no remote comments.     Chair Pockl closed the public hearing at 7:35pm.    Staff discussed that early in the ordinance process the idea of limiting ADUs was mentioned however  it was deemed discriminatory to residents who were later than their neighbors to add an ADU. The  existing zoning code also defines a dwelling unit and how it differs from an accessory structure. The  building and fire codes also have definitions and requirements for a dwelling unit.     Commissioner Ginis voiced her support of ADUs adding that this will benefit Golden Valley and it  provides housing choices for folks to care for other family members.  Chair Pockl added the group  and staff have been thoughtful with the process, pointing out that their role was not to decide if  City of Golden Valley    Planning Commission Regular Meeting  October 10, 2022 – 6:30 pm       4  ADUs were to be allowed but how to regulate them if they were to be allowed. Pockl commended  the group for the conversations, process, and considerations for all impacts. Pockl added it would  behoove the City to stay aware of the number of comments regarding short term rentals.    Commissioner Johnson added that he’d like a change the language in item A1 that states:  more  efficient utilization of the existing single‐family housing stock in the City. Johnson added he’d like to  see it replaced with “a transition to multi‐family housing in the city” and would even like to make  that recommendation. Staff pointed out an error in adding the full breadth of redlined language and  the most up to date version reads:   (a) Purpose. The purpose of this section is to allow for and regulate the location, placement,  design, and use of Accessory Dwelling Units (ADU) in a manner that protects existing  residential neighborhoods while allowing additional living unit density.   Johnson added he wants the definition to be direct and doesn’t need to add something to change the  intent of the code. This policy may change the land use in the R‐1 designation and added that being  clear is important. Segelbaum noted this will increase density but isn’t sure this qualifies as a change  in the land use designation. He added his support for this adoption with the note for Council to be  aware of the short‐term rental concerns.      MOTION made by Commissioner Brookins, seconded by Commissioner Brenna, to recommend  approval of zoning text amendments for Sec. 113‐87 Summary Use Tables, Sec. 113‐88 Single‐Family  Residential (R‐1) Zoning District, Sec. 113‐89 Moderate Density Residential (R‐2) Zoning District, and  Sec. 113‐159 Accessory Dwelling Units, in order to allow for ADUs to be allowed in certain zoning  districts.   Commissioner Brookins added the notes to Council to review the short term rental language and to  define what areas are able to receive variance requests.   Motion carried.    6. Council Liaison Report  Councilmember La Mere‐Anderson     7. Other Business  Term limits on Boards and Commissions was discussed, a decision is tentatively scheduled for October  City Council.     8. Adjournment  MOTION by Commissioner Brenna to adjourn, seconded by Chair Pockl and approved  unanimously. Meeting adjourned at 7:45pm.                                                                                                          ________________________________                                                                                                  Andy Johnson, Secretary  ________________________________  Amie Kolesar, Planning Assistant  1 Date: October 24, 2022 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – McDonald’s Corporation PUD No. 58, Amendment No.2 – 730 Winnetka Avenue North Applicant: Kevin Shay, Landform Property owner: Kurtis DeMarse (McDonald’s USA) Zoning District: Commercial Lot size: 1.37 acres Current use: Fast food restaurant with drive-thru Future land use: Commercial Adjacent uses: Hennepin County library (north), Civic Campus (east and south), Medium Density Residential townhomes (west) 2020 aerial photo (Hennepin County) 2 Summary Kevin Shay, from Landform, is representing McDonald’s in pursuing modifications to the existing building, drive-thru lanes, and site amenities at 730 Winnetka Avenue North. The property is regulated through the existing PUD No. 58 and the proposed changes are considered to be a Major PUD Amendment. Background PUD No. 58 was created in 1990 in concert with other area redevelopment as the McDonald’s on Winnetka Ave N constructed a new, larger, building with adjacent parking (previously a portion of the parking lot was remote parking further up the road). The site design that was approved managed the site access to/from Winnetka, including requiring ingress only at the south driveway. A portion of site was acquired by the City for use in creating the public wa lkway between McDonald’s and the Vehicle Maintenance building on the Civic Campus. A landscaping plan was prepared by Damon Farber to compliment the landscaping that was being installed along Winnetka Ave. The building was pushed to the east and allowed fo r one drive-thru lane and one bypass/fire lane along the east property line. Parking was placed to the west and to the north, and a total of 89 spaces were approved via the PUD in contrast to the approximately 140 spaces which would have been required by-right at that time. A PUD amendment to allow for a second drive-thru lane was pursued in 2005 but ultimately withdrawn. Existing Conditions 730 Winnetka is 1.37 acres and is zoned Commercial. The one-story building is 5,692 sq. ft. and the site has 84 existing parking spaces (80 standard stalls and 4 accessible stalls). The current level of impervious coverage is 82.2%. Since the installation of the landscaping in 1990, a handful of trees have been removed, leaving an inconsistency with the approved plan. In addition to the public sidewalk along Winnetka, sidewalks from the Civic Campus enter the McDonald’s site at the south, near the water tower, and to east, near the drive-thru window. The building façades are of a style now being modified across the country, replacing the traditional double-sloped mansard roof with a more modern appearance and in conjunction with other site and internal changes to adapt to the evolving fast food industry. Staff have observed that McDonald’s conducts a large amount of drive-thru business over the lunch hour and vehicles are occasionally observed to back up onto northbound Winnetka while queuing to order. Proposal The applicant initially approached the City looking for approvals to modify the existing façades of the building, including the roofline and the exterior materials. Over the course of the conversation, the scope expanded to include better connections to the public sidew alks that accessed the site. This, in turn lead to modifications to some existing parking spaces. Given the changes that were 3 being contemplated, the applicant decided to resubmit with a site plan that incorporated a desired second drive-thru lane. The amendment in front of the City now includes all of these items. As mentioned above, the façades of the existing building would be significantly modified – along with interior remodeling – to remove the double-sloped mansard roof and to rebrand the building with a more modern design. The overall height of the structure would increase slightly, but would still be well below the maximum height allowed in the Commercial zoning district. The new façade materials would largely meet the City’s architectural and material standards, though being a remodel and not a new build, there are certain limitations that would remain in place. Around the building, new or improved pedestrian connections are being proposed. One new connection would be from the north end of the bui lding across the parking lot to the west and connecting with the public sidewalk along Winnetka. The creation of the connection would require the removal of two parking spaces (to be highlighted later in this memo). To the south of the building, a new pedestrian connection would tie the existing public sidewalk on City property near the water tower to an existing sidewalk in front of the building. Behind the building, an existing public sidewalk would be linked to a new route around the north end of the bui lding and would provide an accessible route to the front door. Finally, the area just south of the building would be modified with the construction of a second queuing lane to the north of the existing lane. This would provide a second point for drivers t o order food, and vehicles would then zipper merge into one lane to pay and pick up food at the windows behind the building. As a result of this modification, one additional parking space would be lost along the front of the building (for a total of three spaces). With the construction of the second drive-thru lane, one existing tree would need to be removed. This tree, as well as others that have been removed over time for a variety of reasons, would be mitigated with replacements to meet the spirit of the original landscaping plan approved with the PUD. Evaluation Land Use and Zoning Considerations As with any PUD where the City offers flexibility in exchanged for an improved or more efficient site plan, or in order to encourage other public benefits, st aff has reviewed the proposal for compliance with the standard requirements of the Commercial zoning district in which it is located. Dimensional Requirements The location of the building is not changing under the proposed conditions. The front building setback is conforming, as are the north and south side yard setbacks. The rear yard setback was approved in 1990 at 20 feet instead of the typical 30 feet, but this distance is not being reduced with the proposed amendment. Parking is typically not allowed within the front yard setback, which in the Commercial zoning district is set at the first 35 feet of the property. However, the approved PUD allowed the parking 4 to be closer to the street – essentially establishing the drive aisle right at the west prop erty line. This condition does not change under the proposed amendment. Height is limited to 36 feet or three stories. The proposed height of the remodeled building would increase slightly to 18 feet, but would remain under the maximum allowed. Architectural and Material Standards The City has established minimum requirements for exterior materials by zoning district. In the Commercial district, the following standards apply: Front façades, side and rear façades not visible from the public ROW: at least 50% Class I materials and no more than 10% Class III materials. Side and rear façades not visible from the public ROW: at least 40% Class I materials and no more than 10% Class III materials. Each façade must use a minimum of two types of Class I materials. Windows and door openings must comprise at least 60% of the length of the front façade and 30% of the area of the ground floor façade facing the primary street. Windows and door openings must comprise at least 20% of the area of the side and rear ground floor façades. The proposed design includes the following breakdown , with areas of requested flexibility noted: North Elevation East Elevation 5 Impervious Coverage While the Zoning Chapter does not limit the amount of impervious surfaces on a Commercially- zoned lot, the applicant notes that with the proposed amendment the amount would drop slightly by approximately 152 sq. ft. – even in the face of adding a second queuing lane. Traffic and Circulation As noted above, part of the impetus for constructing a second drive-thru lane is to reduce the pressure on the queue for ordering and ultimately for Winnetka Avenue, which is impacted when vehicles back up onto the road. Even post-COVID, drive-thru usage remains high. The addition of the second queuing lane would increase stacking capacity on-site without interfering with the internal circulation through the parking lot. New pavement markings would reinforce the circulation pattern, which includes an “Enter Only” condition at the south driveway. Pedestrian Improvements Three new pedestrian improvements are being proposed as part of the amendment. The first brings customers to/from the Winnetka sidewalk across the par king lot via the landscaped islands to the sidewalk north of the building that leads to the front door. The portions of this route that cross drive aisles will be striped. A second improvement will modify the existing access point from beneath the water tower by realigning the route and directing pedestrians across the queuing lanes South Elevation West Elevation 6 to the front of the building. A third route from the east, across the drive -thru lane, will connect to a new paved area that wraps around the north end of the building and provi des access to the front door. A bicycle rack currently sits just north of the building near the outdoor seating area. While not shown on the proposed site plans, staff notes that a public rack for at least eight bicycles must be included on-site to remain in compliance with the City’s bicycle parking requirements. Signage New and/or improved signage associated with the modified drive-thru lanes are proposed as part of the amendment: • Removal of the McDonald’s sign from roof, one logo from east window • Installation of double gateway pole = “Drive-Thru: Clearance 9 feet” • Two “Pre-order” boards • Two Menu boards • Two Canopies Generally, directional and menu boards are exempt from the sign area limitations in the Sign Chapter of the City Code. Permits will be needed for other signage requested. Landscaping In order to install the second queuing lane, one tree would be removed. To compensate for this removal, as well as to replace tress that have been removed over the years for various reasons, 16 new trees would be planted. It should be noted that the landscaping plans indicate 22 trees would be planted, but six of those are existing trees so a correction to the final plans is needed. The majority of these trees are located along the north and south property lines. Two are planned for the center island in the parking lot. Five are shown as being placed within the City right -of-way along Winnetka to replace trees that were a part of the original landscaping plan ; the applicant will need to work with Public Works staff coordinate those replacements. Engineering and Fire Safety Considerations As is standard practice for development proposals, plans were reviewed by the City’s Engineering staff and the following notes were provided: • The existing sanitary sewer line must be inspected for Inflow & Infiltration compliance and any repairs be completed as determined by the City. • The landscape plan is acceptable, with one adjustment needed to the proposed plantings in the southeast corner of the site. This will be han dled via the required Tree and Landscaping permit from the City. • Any trees that are proposed to be planted within the City right -of-way along Winnetka must first be approved by City staff. 7 • The minor reduction in impervious surface area is a noted benefit. Depending on the amount of disturbance associated with the project, a City Stormwater permit may be needed. If any existing storm sewer structures or pipes are impacted, the applicant must install a sump with snout or similar device for removing sediment, trash, etc. • A Right-of-Way permit inspection of new pedestrian facilities is needed for infrastructure that ties in to City’s network. The Fire Department reviewed this proposal for adequate emergency access and public safety requirements and had no comments. Anticipated Development Timeline Ground breaking for this project is proposed for mid-March of 2023, beginning with work on the building and expanding to the rest of the site as weather allows. Completion is targeted for early May. Findings In order approve an amendment to a PUD, the City must be able to make certain findings as outlined in Section 113-123, Subd. (c)(2) of the City Code. These findings, along with staff responses, are listed below: Quality Site Planning. The PUD plan must be tailored to the specific characteristics of the site and achieve a higher quality of site planning and design than generally expected under conventional provisions of the zoning chapter. The PUD amendment furthers the goals of the original site plan, which were to direct traffic off of Winnetka Ave and to create a well-landscaped pedestrian environment. The amendment increases the off-street queuing capacity and enhances the landscaping and pedestrian experience. Preservation. The PUD plan must preserve and protect substantial desirable portions of the site’s characteristics, open space, and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. The amendment increases the amount of pervious space as well as revegetates the site to better align with the original landscaping plans. No sensitive environmental features are impacted. Efficient and Effective. The PUD plan must include efficient and effective use of the land (which includes preservation). The proposed amendment would utilize land efficiently by moving potential traffic congestion out of the public right-of-way. Consistency. The PUD plan must result in development that is compatible with adjacent uses and consistent with the Comprehensive Plan and redevelopment plans and goals. The proposal is consistent with the current use of the existing PUD and there are no known impacts to the surrounding properties. The proposal is consistent with the City’s Comprehensive Plan, which calls for the support of non-residential growth opportunities. 8 General Health. The PUD plan must be consistent with preserving and improving the general health, safety, and welfare of the people of the city. The PUD amendment would improve general health, safety, and welfare by reducing the potential for traffic congestion on a busy County Road and by providing accessible pedestrian connections from adjacent properties. Meets Requirements. The PUD plan must meet the intent and purpose provisions of Section 113-123 as well as all other provisions. The PUD amendment meets the Intent and Purpose provision of the City Code in that it achieves a high quality of site planning, design, landscaping, and building materials whi le remaining compatible with the land uses on-site and with surrounding properties. Recommendation Based on review of the materials submitted and the findings above, staff recommends approval of Amendment #2 to McDonald’s Corporation PUD No. 58, subject to the following conditions: 1. Compliance with the City’s Inflow & Infiltration requirements must be achieved, or a security deposit obtained to cover any necessary repairs, prior to the issuance of a building permit. 2. The building elevations from Reprise Architecture, submitted on June 23, and the civil plans from Landform, submitted on September 23, shall become a part of this approval. 3. Three new pedestrian connections from adjacent rights-of-way or City-owned properties, as shown on the civil plans, shall be provided as benefits to help offset the proposed auto- oriented improvements of the drive-thru. 4. A Tree and Landscape permit shall be required in order to assure coordin ation with City staff as trees are replaced, including those proposed for the City right -of-way. 5. A rack providing a minimum of eight bicycle spaces, available for use by the public, shall be retained on-site. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Attachments Narrative (3 pages) Civil Plans received September 23, 2022 (13 pages) Proposed Building Elevations (5 pages) Elevations with Material Percentages (2 pages) Narrative Major PUD Amendment Prepared for: McDonald’s USA, LLC September 23, 2022 SUBMITTED TO City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Introduction ............................................................................................................................................ 1 Major PUD Amendment .......................................................................................................................... 1 Summary ................................................................................................................................................. 1 Contact Information ................................................................................................................................ 1 McDonald’s on Winnetka, Golden Valley, MN September 23, 2022 MCD17393 1 Introduction On behalf of McDonald’s USA, LLC, Landform is pleased to submit this application for a major PUD amendment to allow a second drive through lane, ADA parking space updates, a crosswalk and sidewalk addition, interior and exterior building updates for the McDonald’s restaurant at 730 Winnetka Avenue. We are excited about the improvements proposed for this site. Major PUD Amendment City Code Section 113-123(j)(3) sets forth the criteria by which an application shall qualify for a major PUD amendment. The proposed improvements to the site include reducing the number of parking spaces from the existing 84 to 81 and adding a second drive-through lane. These changes are viewed as major PUD amendments. As benefits of the proposed changes to the site there will be a pedestrian connection and crosswalk provided to the building, there is an increase in the amount of pervious (green space) on the site, the building interior and exterior will be remodeled and the ADA parking spaces and accesses will be brought into compliance with current regulations. Summary We respectfully request approval of the major PUD amendment to allow a second drive through lane, ADA parking space updates, a crosswalk and sidewalk addition, interior and exterior building updates for the McDonald’s restaurant at 730 Winnetka Avenue. Contact Information This document was prepared by: Kevin Shay Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Tom Meyer at tmeyer@landform.net or 612.638.0241. C001MCD393.DWGCIVIL & LANDSCAPE TITLE SHEETC0.1 GOLDEN VALLEY, MN McDONALD'S USA, LLC. GOLDEN VALLEY, MINNESOTA AREA LOCATION MAP ABBREVIATIONS SYMBOLS SEDIMENT CONTROL FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL EROSION CONTROL SYMBOLS DRAWING SYMBOLS CERTIFICATIONS OWNER LEGAL DESCRIPTION BENCHMARK INLET PROTECTION C21 C7.3 1 12 2 3 LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 FAX 612-252-9077 CONTACT: TOM MEYER PROJECT CONTACTS CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 FAX 612-252-9077 CONTACT: LARRY HUHN SURVEYOR MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE > > >> RIPRAP >> FM STS RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE LANDSCAPING GRAVEL FLAG POLE > >> POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN LT FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUND TELEPHONEUT UNDERGROUND ELECTRICUE GAS LINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS SOIL BORING B-X 123.45 %1.00 234.5 LIGHT POLE MINOR CONTOUR123MINOR CONTOUR123 DESCRIPTIONSHEET NO. CIVIL TITLE SHEET DEMOLITION SITE PLAN DRIVE-THRU LAYOUT DRIVE-THRU DETAILS DRIVE-THRU DETAILS DRIVE-THRU DETAILS STRIPING GRADING, DRAINAGE, PAVING & EROSION CONTROL - OVERALL GRADING, DRAINAGE, PAVING & EROSION CONTROL - NORTH GRADING, DRAINAGE, PAVING & EROSION CONTROL - SOUTH CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN CIVIL SHEET INDEX & REVISION MATRIX C0.1 C1.1 C2.1 C2.2 C2.3 C2.4 C2.5 C2.6 C3.0 C3.1 C3.2 C7.1 L2.1 09.23.22X X X X X X X X X X X X X X X X X SHEETS ISSUED BY ISSUE / REVISION DATE XXnnnLot 38 except the North 100 feet, front and rear thereof, "Auditor's Subdivision Number 360, Hennepin County, Minnesota", according to the plat thereof on file and of record in the office of the Registrar of Titles in and for said Hennepin County. EXCEPT the East 40 feet thereof. The North 40 feet of the following described tract or parcel of land: That part of the SW Quarter of the NW Quarter of Section 32, Township 118 North, Range 21 West of the 5th Principal Meridian described as follows: Commencing at a point on the West line of said SW Quarter of NW Quarter which is 512.6 feet South along said line from the Northwest corner thereof; thence East parallel with the North line of said SW Quarter of NW Quarter 283.4 feet; thence South 264.4 feet to a point which is 282. 7 feet East of the West line of said SW Quarter of NW Quarter; thence Southwesterly 123.75 feet to a point which is 32 rods North of the South line of said SW Quarter of NW Quarter; thence West 159.1 feet to a point on the West line of said SW Quarter of NW Quarter which is 272. 7 feet South of the point of beginning; thence North 272.7 feet to the point of beginning. EXCEPT the East 40 feet thereof. That part of the Southwest Quarter of the Northwest Quarter, Section 32, Township 118, Range 21, described as: Commencing at a point on the West line of said Southwest Quarter of the Northwest Quarter which is 448.7 feet South along said line from the Northwest corner thereof; thence East parallel with the North line of said Southwest Quarter of the Northwest Quarter 283.4 feet; thence South parallel with the West line of said Southwest Quarter of the Northwest Quarter, 63.9 feet; thence West parallel with the North line o f said Southwest Quarter of the Northwest Quarter to the West line of said Southwest Quarter of the Northwest Quarter; thence North along the West line of said Southwest Quarter of the Northwest Quarter to the point of beginning, according to the Government Survey thereof. EXCEPT the East 40 feet thereof. That part of Lot 1, Block 1, GOLDEN VALLEY CIVIC CENTER P.U.D. NO. 56 embraced within the North 100 feet front and rear thereof, of Lot 38, "Auditor's Subdivision Number 360, Hennepin County, Minnesota" EXCEPT the East 40 feet thereof. PROJECT BENCHMARK: MNDOT GSID STATION #2723 R STATION NAME: 2723 R LOCATION: IN GOLDEN VALLEY, 0.6 MILE EAST ALONG TRUNK HIGHWAY 55 FROM THE WNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18, AT TRUNK HIGHWAY 55 MILEPOINT 184.7, IN THE SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 55 BRIDGE NUMBER 6732 OVER BASSE TI CREEK, 600.0 FEET EAST OF BOONE A VENUE. ELEVATION = 889.572 FEET (NAVD 88)06.22.22COMPOST/BIO LOG)))))))))))))))))))) DIRECTIONAL SIGNAGE NORTH NO SCALE A = ACCESSIBLE S = SERVICE E = EGRESS X I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHRIS CALL, P.E. LICENSE NUMBER:DATE: D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALMcDONALD'S USA, LLC. 4643 ULSTER STREET, SUITE 1300 DENVER, CO 80237 TEL (708) 553-9683 CONTACT: LINCOLN LUDWIG REPRISE DESIGN 12400 PORTLAND AVE S, SUITE 100 BURNSVILLE, MN 55337 TEL 952-252-4042 FAX 952-252-4043 CONTACT: KRISTI DONAHUE ARCHITECT 46224 55BOONE AVE NWINNETKA AVE N10TH AVE N PLYMOUTH AVE N HAROLD AVE GOLDEN V A L L E Y R D SITE X XX X 12" DECIDUOUS 11" DECIDUOUS 10" DECIDUOUS 8" DECIDUOUS 12" DECIDUOUS GM12" DECIDUOUS 6" DECIDUOUS 7" DECIDUOUS 12" CONIFEROUS 10" CONIFEROUS 6" CONIFEROUS 18" DECIDUOUS 20" DECIDUOUS CB RE=904.0 IE=899.8 STMH RE=904.3 CB RE=907.0 IE=900.6 SSMH RE=901.6 IE=891.3(S) IE=891.2(N) CO LT LT LT LT LT LT LTLTLT LT 12" DECIDUOUS LT LT LT LT LT LT 12" DECIDUOUS LT 8" DECIDUOUS 8" DECIDUOUS LT 12" DECIDUOUS 16" DECIDUOUS 12" DECIDUOUS 8" DECIDUOUS 8" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS HH HH HH HH COBX HH EM LT LT 3" DECIDUOUS LT 5" DECIDUOUS HH LT LT LT LT CBMH RE=904.8 IE=900.3 12" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS 4" DECIDUOUS SSMH RE=904.12 INV=898.86(E/NW)THRUDRIVEYOU THANK NO PARKINGMENU BOARD KIOSK CLEARANCE BAR 12EXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM PRE-SELL BOARD NO PARKING NO PARKINGPYLON SIGN "MCDONALDS" HT=25.9 FT. LIGHTED "EXIT" SIGN LIGHTED "ENTER" SIGN 2.7 3.42.72.73.42.72.74.21.72.24.11.22.2 3211821230188 7800 GOLDEN VALLEY RD GOLDEN VALLEY, MN 55427 "GOLDEN VALLEY MUNICIPAL COMPLEX" - BITUMINOUS ->>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>- BITUMINOUS -UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUE UE UE UE UE UE UEUEUEUE UEUEUEUEUEUEUEUEUEUEGGG G G GGG900899901902905 902 903904906 907 908 905 901 902 903 904 906 9 0 7 908 900 90 5 8 9 6 8 9 7 89 8 899 90 1 90 2 90 3 90 4 90 6 9 0 7 908 90 9 91 0 905 906 907 903 904 910 911 912 27.3 30.86.2 54.02.7 19.42.7 21.823.9 18.860.45.14.212.84.2 33.3FOUND IP FOUND IP FOUND IP 3333 - BITUMINOUS - "GOLDEN VALLEY LIBRARY" G G G G G G G G 8 8 8 11 11 11 11 8 1313XX X XXX13 13 13 13 13 13 13 13 13 18 18 1818 18 13 13 1313 19 19 1818 XX X1818 11 8 8 13 13 1111 XX13 13 8 8 11 13 11 13 13 10 13 C101MCD393.DWGEXISTING CONDITIONS & DEMOLITIONC1.1 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALNORTH 0 20 40 EXISTING CONDITIONS DEMOLITION LEGEND Obtain permits for demolition, clearing, and disposal prior to beginning. Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing. See Sheet C3.1 for erosion prevention and sediment control measures that must be in place prior to disturbances to site. Building demolition: verify with owner that building has been cleared of regulated materials requiring special handling or disposal and examined by competent person. Remove structure, columns, canopies, and any associated construction in its entirety. Refer to Architecture. Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities. Sawcut existing pavement. Remove concrete walks, slabs, and curbing to the nearest existing joint beyond construction limits. Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advance notification to affected emergency response providers. Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintain throughout construction. The City requires traffic control measures to be in place during utility installation, existing building demolition, driveway installation, sidewalk installation and final restoration within the right-of-way. Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted for removal. Damage shall be repaired to equal or better condition at no additional cost. Remove trees noted, including root structures, from the site. Coordinate with owner to mark trees to be saved or transplanted prior to clearing. Protect trees indicated with tree protection fencing per detail C7.1/3. Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls, screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unless noted otherwise. Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utility companies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance with utility owner requirements. Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict with proposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards. Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris. Reserved. Remove pavement markings. Remove and replace foundation as necessary for new directional sign. Refer to details C2.4/1 and C2.4/2. See Sheet C2.1 for additional notes. DEMOLITION AND CLEARING NOTES 11 13 8 3. 4. 5. 6. 7. 9. 10. 12. 14. 15. 16. 17. 18 Background information shown is from survey by Landform, Minneapolis, MN, on August 24, 2018, expressly for this project; Golden Valley, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer immediately. Reserved. For Construction Staking or Surveying services contact Landform at 612-252-9070. Curb Removal Tree/shrub Removal Pavement Sawcut XXX XTree Protection 1. 2. 3. 19 A A A S S S SNOPARKING THANKYOUNOPARKING DRIVETHRUDRIVETHRUGMCB RE=904.0 IE=899.8 STMH RE=904.3 CB RE=907.0 IE=900.6 CO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT CBMH RE=904.8 IE=900.3 NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM PYLON SIGN "MCDONALDS" HT=25.9 FT. LIGHTED "ENTER" SIGN 3211821230188 7800 GOLDEN VALLEY RD GOLDEN VALLEY, MN 55427 "GOLDEN VALLEY MUNICIPAL COMPLEX" - BITUMINOUS - - BITUMINOUS -IIIIIIIIIIIIIIIIIIIIIIIIFOUND IP FOUND IP FOUND IP 3333 - BITUMINOUS - "GOLDEN VALLEY LIBRARY" 19 23 20 3 2a 2 2a 8 2 1 18'24.9'16.36'24.74'18'5.5' 5' 7.21'17.86' 9 ' 9 '9' (TYP . ) (TYP . ) (TYP . )5'2 2 2 3 4 3 4 5 5 6 6 7 7 7 7 7 7 9 9 9 9 7 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 12 12 12 12 12 12 12 13 14 15 16 16 19 10 19 33.17' (EX.)2 6 6 7 12 9 9 775'5'5'R 1 0 'R3'R10'R3.5'R3.5'12 7 12 12 1212 20 20 20 17 C201MCD393.DWGSITE PLANC2.1 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. 1. 2. 3. Green Space SITE PLAN NOTES PARKING SUMMARY SITE CONSTRUCTION NOTES 1 2 3 4 5 6 7 8 9 McDonald's pylon sign. - Existing. Drive-thru signage. See Sheet C2.2. State and ADA approved accessible sign and bollard per detail C7.1/9. State and ADA approved accessible sign and bollard with "Van Accessible" sign per detail C7.1/9. Mobile Order pick up signage. Refer to detail C2.5/2.. Concrete drive aprons and slabs. Refer to Sheet C3.1 for specifications. Concrete sidewalk. Meet and match existing sidewalk. Refer to sheet C3.1. Reserved. Bituminous pavement. Refer to Sheet C3.1 for specifications. Parking lot light. - Existing. Railing. Refer to Architectural. Planting area. Replace in-kind or match adjacent landscaping for areas that are disturbed. Trash enclosure. - Existing. Stacking distance is 100' Connection to public sidewalk. State and ADA approved accessible sign with "Access Aisle / No Parking" sign per detail C7.1/2. Add bollard per detail C7.1/10. 10 11 12 13 14 15 Total Parking Stalls Required 5,692 s.f./40 = 142 stalls Required Parking: 5,692 s.f. total One Stall per 40 s.f. of building 4 77 81 ea. ea. ea.Accessible Stalls Standard Stalls Provided Parking: Total Parking Stalls Provided (9x18) (9x18) 142 ea. The Property is Zoned Commercial Building Setback information is as follows: Front Yard = 35 ft. Rear = 30 ft. Side = 30 ft. Parking Setback information is as follows: Front Yard = 35 ft. Rear = 30 ft. Side = 30 ft. Impervious Pervious Total 64,758 53,456 11,302 s.f. s.f. s.f. Impervious Proposed: Total Pervious Existing: 64,758 53,608 11,150 s.f. s.f. s.f. AREA SUMMARY ZONING AND SETBACK SUMMARY 16 New or replaced directional signage is not being approved as part of this plan set with the jurisdiction. Directional signage. Install new base for directional signage as necessary. Refer to detail C2.4/1 and separate sign package. If existing bolt pattern works with new signage, and the bolts are long enough, Contractor may reuse existing foundation. If bolt pattern does not match, or if bolts are not long enough for the bolts to be double-nutted, remove and install new foundation. No retrofit foundations are allowed. Contractor to install 12" x 18" Sign with "NOT AN ACCESSIBLE ROUTE" text. Sign to be mounted on 2"-diameter galvanized post buried minimum of 3.5-feet. 18. DIRECTIONAL SIGNAGE NOTES 19 100.0% 82.5% 17.5% 100.0% 82.8% 17.2% 1.49 1.23 0.26 ac. ac. ac. 1.49 1.23 0.26 ac. ac. ac. LEGEND 17 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALNORTH 0 20 40 4 80 84 ea. ea. ea.Accessible Stalls Standard Stalls Existing Parking: Total Parking Stalls Existing (9x18) (9x18) 20 A A A S S S SNOPARKING THANKYOUNOPARKING DRIVETHRUDRIVETHRUGMCO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM PYLON SIGN "MCDONALDS" HT=25.9 FT. LIGHTED "ENTER" SIGN - BITUMINOUS ->>>>UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUE UE UE UE UE UE UEUEUEUE UEUEUEUEUEUEUEUEUEUEG G GGG33 - BITUMINOUS - "GOLDEN VALLEY LIBRARY" G G G G G G G L N C2.2 1 ENLARGED VIEW P P S S S LT LT NO PARKINGEM UE UE UE UEUEUEUEUEUEUEUEUE UEUEUE15' A M A B B 5.75' 1.25' 5.75' 14' 2.25'12'6'10'9.57' (EX.)1.25' 40.88' 2.25' 1'20°'12'35°'1.25' 15'50°'35°'C E D F G I H HJ K O O 10'8.04' (EX.) 7.5' ( E X . ) C202MCD393.DWGDRIVE-THRU LAYOUTC2.2 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALNORTH 0 20 40 10 SCALE ENLARGED PLAN1 All dimensions are to face of curb unless noted otherwise on plan. Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Project Manager of any discrepancies prior to commencing construction. See Sheet C2.1 for all other construction site dimensions. See Sheet C2.6 for striping. New concrete curb and gutter. Install new Outdoor Menu Board. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and see manufacturer for installation instructions. Install new Primary Lane Canopy. Locate 121' from c.l. of canopy to c.l. of cash window measured along c.l. of travel path. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Secondary Lane Canopy. Locate 14'-0" from nose of concrete island. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Install Primary Lane Detector Loop. Flip loop forward. Install Secondary Lane Detector Loop 2'-0" forward of c.l. of DT. Flip loop forward. Double Arm Gateway Sign. Center of the footing of the gateway sign shall be 18" from the back of curb unless noted otherwise on plan. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Landscaped area. Any Lane Any Time sign. Attach sign to gateway 6' from bottom of post. See Sheet C2.5 for schematic detail and manufacturer for installation instructions. Primary Pre-Browse Board. Install primary pre-browse board 15' from the primary canopy, unless noted otherwise on plan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and manufacturer for installation instructions. Secondary Pre-Browse Board. Install secondary pre-browse board 15' from the secondary canopy, unless noted otherwise on plan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and manufacturer for installation instructions. Install detector loops at cash and present windows. Flip loop forward. Install bollard at the corner of the building on the drive-thru side. Bollard shall be flush against the building and the face of the bollard shall be tight against the back of curb. See detail C7.1 / 10. Install Pull Forward Sign & Bollard. See detail C2.5 / 2. Note Proximity of Utilities. Contractor to daylight existing utilities prior to construction of foundation. Reserved (-or-) Place new bollard cover on existing bollard. Color to match building base or doors. For covers, contact: Pugleasa Company, Inc. 1253 Connelly Avenue Arden Hills, MN 55112 Attn: Al Shepardson 651-636-6442 Signage & Drive-Thru Elements: DT, drive-thru pylon/clearance pole, bollard sign, and freestanding merchandizer shall be consistent with the 2019 Standard Building Design drive-thru elements. Other designs may not be used. General Contractor shall coordinate with Civil plans, McDonald's Project Manager, and signage supplier to determine the exact location, orientation, mounting heights, and number of signs and other drive-thru elements to be installed at this site. All work shall be coordinated with other trades. Contact McDonald's Project Manager for signage & drive-thru element footing and wiring requirements. Signage manufacturer to provide footing anchors & templates to G.C. prior to foundation pouring. See Sheet C2.5 and electrical sheets for drive-thru wiring information. General Contractor to coordinate the responsibilities of the electrical contractor and the sign supplier. General Contractor to install pre-formed, pre-wired vehicle detector loop. General Contractor shall verify conduit sizes required by vehicle loop detector supplier. Contractor to verify location of any utilities prior to installation of any foundations. 1. 2. 3. 4. 5. 6. 7. 8. GENERAL NOTES DRIVE-THRU CONSTRUCTION NOTES A B D E F G H I J K L C M DRIVE-THRU LAYOUT NOTES 1. 2. 3. 4. LEGEND :VISION TRIANGLE O N P C203MCD393.DWGDRIVE-THRU DETAILSC2.3 NO SCALE 1 2 NO SCALE34"5"NOTE: -DESIGN CODES IBC 2018 ASCE 7-10 ACI 318-08 AISC 13TH EDITION AWS D1.1 WIND SPEED -- 130 MPH FACTORED, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES AXIAL LOAD -- 960 LBS SHEAR FORCE -- 700 LBS OVERTURNING MOMENT -- 5500 LB-FT -USE 3000 PSI CONCRETE COMPRESSIVE STRENGTH (f'c) -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH x2. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -3" MIN. CONCRETE COVER FOR REINFORCEMENT -ALL REINFORCING STEEL BY GENERAL CONTRACTOR NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -HOT DIPPED GALVANIZED BOLTS -F1554 GRADE 36 ANCHOR BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE 103" MIN. COVER -THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2018 -ASCE 7-10 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED 130 MPH FACTORED, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 960 LBS -SHEAR - 700 LBS -MOMENT - 5500 LB-FT -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6. -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A. -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14. -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5 PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION:ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION:ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS:ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT:GRADE 60 - BY GENERAL CONTRACTOR -NUTS:A563DH OR A194-2H -WASHERS:A36 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS. -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER. 36" DIA. 10 36" DIA.5'-6"1 1/2" MAX3"NO SCALE DOUBLE GATEWAY FOUNDATION - 130 MPH FACTORED WIND SPEED 3 FOUNDATION - NTS ODMB AND PRE-BROWSE FOUNDATION - 115 MPH FACTORED WIND SPEED GENERAL NOTES MAXIMUMS AT POLE BASE: AXIAL LOAD -- 960 LBS SHEAR FORCE -- 700 LBS OVERTURNING MOMENT -- 5500 LB-FT FINISHED LANDSCAPED GRADE CONNECTION DETAILS - NTS ANCHOR BOLT PATTERN - NTS8"5'-0"3" COVER 2'-6" DIA 44"3"4-1/2" -THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2018 -ASCE 7-10 -ACI 318-14 -AISC 14th EDITION -AWS D1.1 -WIND SPEED 115 MPH (FACTORED WIND SPEED) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES SINGLE DOUBLE -AXIAL - 325#-590# -SHEAR - 104#-184# -MOMENT - 402#'-764#' -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2). -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c=3,000 PSI) SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6. -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A. -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14. -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR RODS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy=35ksi) -HSS ROUND SECTION: ASTM A500 GRADE B (Fy=42ksi) -HSS SQUARE/RECTANGULAR SECTIONS:ASTM A500 GRADE B (Fy=46ksi) -HEADED ANCHOR RODS ASTM F1554 GR 55, AN ACCEPTABLE ALTERNATIVE IS ASTM F1554 GR 55, S1 WHEN THE EMBEDDED END OF THE ROD IS THREADED AND THE NUT TACK WELDED PRIOR TO GALVANIZATION. -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT:ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR -NUTS:ASTM A563A, HEAVY HEX -WASHERS:ASTM F844 A36 -USE ASTM A153 CLASS C HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE. -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS. -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER. FOUNDATION NOTES: -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2) -ALL REINFORCING STEEL BY GENERAL CONTRACTOR NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE GENERAL NOTES FOUNDATION - NTS CONNECTION DETAILS - NTS 3/4" ANCHOR BOLT PATTERN - NTS 8" 2'-6" DIA ORDER HERE CANOPY - 130 MPH FACTORED WIND SPEED NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. GENERAL NOTES FOUNDATION - NTS CONNECTION DETAILS - NTS11"3'-0" FOUNDATION 11" ANCHOR BOLT PATTERN - NTS 6"2" CAP MAX3'-0" Ø8'-0" FOUNDATION DEPTH3" PIER PROJECTION 42"EMBEDMENTNOTE: -DESIGN CODES IBC 2018 ASCE 7-10 ACI 318-08 AISC 13th EDITION AWS D1.1 -WIND SPEED-130 MPH FACTORED (MPH 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES (#, #') -AXIAL-2600 LBS -SHEAR-2900 LBS -OVERTURNING MOMENT-14,500 LB-FT -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (f'c). -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2). -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. -FOUNDATION IS DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS. -ALL REINFORCING STEEL BY GENERAL CONTRACTOR. NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -USE F1554 GRADE 36 BOLTS MINIMUM. -USE HOT DIPPED GALVANIZED BOLTS. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. 3" MIN. COVER -THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2018 -ASCE 7-10 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED 130 MPH FACTORED, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 2600 LBS -SHEAR - 2900 LBS -MOMENT - 14,500 LB-FT -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2). -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6. -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A. -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14. -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION:ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION:ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS:ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT:GRADE 60 - BY GENERAL CONTRACTOR -NUTS:A563DH OR A194-2H -WASHERS:A36 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -FOUNDATIONS ARE DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS. -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER. AXIAL LOAD-2600 LBS SHEAR FORCE-2900 LBS OVERTURNING MOMENT-14,500 LB-FT MAXIMUMS AT POLE BASE TOP OF CURB ELEVATION 4" SLOPE TOP TO SHED WATER UNDISTURBED SOIL (4) 3/4" DIA ANCHOR RODS 2"x2"x1/4" STEEL PLATE NO. 3 TIES, 10" C/C (3 IN TOP 5 INCHES) SUPPLIED BY GENERAL CONTRACTOR (6) 4'-10 #5 BARS (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR CONCRETE FOUNDATION HEAVY 3/4" HEX TOP NUT (GALVANIZED), 2 PLS 2"x2"x1/4" PLATES (GALVANIZED) 2 PLS HEAVY HEX LEVELING NUT (GALVANIZED) 3/4" DIA. HOT DIPPED GALVANIZED ANCHOR RODS 2"x2"x1/4" PLATE HEADED ROD ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE 3/4" NUTS HDG (2 PLS) 2"x2"x1/4" LEVELING PLATE 2"x2"x1/4" LEVELING PLATE 3/4" NUT HDG SLOPE TOP TO SHED WATER SLOPE TOP TO SHED WATER ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE (12) 5'-4" #6 VERTICALS SUPPLIED BY GENERAL CONTRACTOR #3 TIES @ 12" O.C. W/ (3) #3 TIES @ TOP 5" SUPPLIED BY GENERAL CONTRACTOR SLOPE TOP TO SHED WATER SLOTTED HOLE 2"x2"x1/4" PLATE 3/4" DIA., GRADE 55, HOT DIPPED GALVANIZED ANCHOR BOLT HEAVY HEX LEVELING NUT (GALVANIZED) GALVANIZED PLATE WASHERS SUPPLIED BY MANUFACTURER HEAVY HEX TOP NUT (GALVANIZED) 1/2 HEIGHT LOCK NUT SLOPE TOP TO SHED WATER 2"x2"x1/4" PLATE 1/2" DIA., GRADE 36, HOT DIPPED GALVANIZED ANCHOR BOLT HEAVY HEX LEVELING NUT (GALVANIZED) PLATE WASHERS SUPPLIED BY MANUFACTURER (GALVANIZED) HEAVY HEX TOP NUT (GALVANIZED) 1/2 HEIGHT LOCK NUT SLOPE TOP TO SHED WATER ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE #3 TIES @ 12" O.C. W/(3) #3 TIES @ TOP 5". SUPPLIED BY GENERAL CONTRACTOR (12) 7'-10" #6 VERTICALS SUPPLIED BY GENERAL CONTRACTOR SLOPE TOP TO SHED WATER REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTAL C204MCD393.DWGDRIVE-THRU DETAILSC2.4TYPICAL LIGHT POLE FOUNDATION DETAILS2 NO SCALE NOTE: -DESIGN CODES IBC 2018 ASCE 7-10 ACI 318-08 AISC 13th EDITION AWS D1.1 -WIND SPEED (130 MPH FACTORED, 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 180# -SHEAR - 270# -MOMENT - 1010#' -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (f'c). -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2). -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. -ALL REINFORCING STEEL BY GENERAL CONTRACTOR. NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -INSTALL DIRECTIONAL SIGN FOOTING 3' FROM THE BACK OF CURB TO THE CENTER OF FOOTING UNLESS NOTED OTHERWISE ON PLAN. NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -USE F1554 GRADE 36 BOLTS MINIMUM. -USE HOT DIPPED GALVANIZED BOLTS. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2018 -ASCE 7-10 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED (130 MPH FACTORED, 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 180# -SHEAR - 270# -MOMENT - 1010#' -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6. -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A. -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14. -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION:ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION:ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS:ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT:GRADE 60 - BY GENERAL CONTRACTOR -NUTS:A563DH OR A194-2H -WASHERS:ASTM F-436 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS. -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER. TYPICAL DIRECTIONAL SIGN FOUNDATION & CONNECTION DETAILS - 130 MPH FACTORED WIND SPEED1 NO SCALE GENERAL NOTES FOUNDATION - NTS CONNECTION DETAILS - NTS524" DIA. 5 ANCHOR BOLT PATTERN - NTS 4"1" MAX 16" EMBEDMENT DEPTH 3" MIN. COVER 24"3'-6" FOUNDATION DEPTH MIN.3" PIER PROJECTION MAXIMUMS AT POLE BASE: AXIAL LOAD -- 180 LBS SHEAR FORCE -- 270 LBS OVERTURNING MOMENT -- 1010 LBS FINISHED LANDSCAPED GRADE AA DESIGN CRITERIA: AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009 FOUNDATION DESIGN PARAMETERS: 1.MAXIMUM LIGHT POLE BASE REACTIONS: BASE MOMENT = 16,845 lbs-ft BASE SHEAR = 978 lbs 2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120MPH (155MPH FACTORED) 3. MINIMUM REQUIRED SOIL PARAMETERS: COHESIVE SOILS: - SHEAR STRENGTH = 750 lbs/ft² - 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL COHESIONLESS SOILS: - ANGLE OF INTERNAL FRICTION = 27 DEGREES - WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION - 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL 4.THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER OF RECORD TO CONFIRM THAT THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED BEFORE THIS DESIGN IS USED. IF THE MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN SHALL NOT BE USED. 5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS AND DESIGN WIND SPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IF THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED. 6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN 8ft FROM A RETAINING WALL. 7. THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE GROUND SLOPE EXCEEDS 4 INCHES PER FOOT. GENERAL NOTES: 1.CONCRETE COMPRESSIVE STRENGTH (f'c) SHALL BE A MINIMUM OF 3000psi 2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIP GALVANIZED PER ASTM F2329 3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, SUPPLIED BY GENERAL CONTRACTOR 4. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE DH, HOT DIP GALVANIZED PER ASTM A153 5. PLATE SHALL BE ASTM A572 GRADE 50, HOT DIP GALVANIZED PER ASTM A153 6. LOCK NUT SHALL BE HOT DIP GALVANIZED PER ASTM A153 1'-6" CIRCULAR TIE DETAIL - NTS ANCHOR BOLT - NTS 42" MINIMUMPOLE BASE - PLAN VIEW - NTS 2'-0" 3" CLEAR TYP. VIEW AA - NTS 2'-0"5'-0"3" CLEAR TYP.10'-0"3'-0" PROJECTION3" CLEAR TYP.4"3"2"34" MIN. EMBEDMENT9'-0" #4 CIRCULAR TIES @ 12" O.C.POLE BASE AT FOUNDATION - NTS2"3" CLEAR TYP. 1-1/2" 1-1/2"1-1/2" 1-1/2" CLEAR TYP.6"1" MIN./2" MAX.EXTEND TO FROST DEPTH1/2" DIA., GRADE 36, HOT DIPPED GALVANIZED ANCHOR BOLTS 2"x2"x1/4" PLATE 1/2 HEIGHT LOCK NUT HEAVY 3/4" HEX TOP NUT (GALVANIZED) PLATE WASHERS SUPPLIED BY MANUFACTURER (GALVANIZED) HEAVY HEX LEVELING NUT (GALVANIZED) SLOPE TOP TO SHED WATER SLOPE TOP TO SHED WATER (6) 3'-4" #6 VERTICALS SUPPLIED BY GENERAL CONTRACTOR #3 TIES @ 12" O.C. W/ (3) #3 TIES @ TOP 5" SUPPLIED BY GENERAL CONTRACTOR SLOPE TOP TO SHED WATER ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE #4 CIRCULAR TIE (8) #5 VERTICAL REINFORCING BAR (2) 1" PVC CONDUIT CHASES INSTALLED ON A 10-1/2" DIA. BOLT CIRCLE (4) 1" DIA. ANCHOR BOLT INSTALLED ON A 10-1/2" DIA. BOLT CIRCLE LIGHT POLE (8) 9'-7 1/2" #5 VERTICAL REINFORCING BAR SUPPLIED BY GENERAL CONTRACTOR (2) 1" DIA. PVC CONDUIT (4) 1" DIA. ANCHOR BOLT #4 CIRCULAR TIES SUPPLIED BY GENERAL CONTRACTOR SEE LIGHT POLE BASE ON TOP OF FOUNDATION DETAIL LOCK NUT STRUCTURAL NUT LEVELING NUT PLATE WASHER (PER LIGHT POLE MANUFACTURER) 1" DIA. ANCHOR BOLT 2"X2"X3/8" PLATE WASHER WITH 1-1/16" DIA. HOLE TO BE EMBEDDED IN FOUNDATION BOTTOM NUT FOR 1" DIA. ANCHOR BOLT LOCK NUT LOCK NUT STRUCTURAL NUT PLATE WASHER (PER LIGHT POLE MANUFACTURER) LIGHT POLE BASE PLATE PLATE WASHER (PER LIGHT POLE MANUFACTURER LEVELING NUT SLOPE TOP OF FOUNDATION 1/4" PER FOOT TO SHED WATER #4 CIRCULAR TIE WITH A 21" (MIN) LAP SPLICE REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTAL C205MCD393.DWGDRIVE-THRU DETAILSC2.5 CANOPY SCHEMATIC DETAIL1 NO SCALE PULL FORWARD OR MOBILE ORDER PICK UP SIGNS WITH BOLLARD2 NO SCALE 3 NO SCALE 48"18"24"30"7"47"7'-0"14" PER PLAN 6"DRIVE-THRU WIRING DETAIL PRIMARY PRE-BROWSE BOARD PRIMARY CANOPY SECONDARY CANOPY PRIMARY LANESECONDARY LANEOUTSIDEINSIDEPB PB PANEL CP (IG) PANEL LP BUILDING CA A Key Notes: 2#12 & 1#12 gnd., 3/4" conduit to lp-1 for DT canopy lighting 4#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards and media players. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to canopies. Each canopy shall be on its own separate circuit. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards & media players. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to pre-browse boards and media players. (2) 1-1/2" conduit one for canopy cabling one for loop detector 2" conduit - for cat6 data cables 1-1/2" conduit - for cat6 data cables 1" conduit - for cat6 data cables General Notes: 1.Verify exact circuits and quantities of circuits with panel schedules on drawing E4.2 and manufacturer's installation instructions. 2.Per manufacturer's installation instructions seperate dedicated neutrals are required to menuboard and pre-browse board for each circuit (plc and lighting). 3.If any bends are required, sweeps must be provided in conduits. 4.For existing locations, verify existing cp panel has ampacity and sufficient spares/spaces for two (2) new 20a/1p circuits. Upgrade cp panel to 42 circuits in necessary. 5.Verify existing pullboxes are sized for new conduit routing. Modify pullboxes if necessary. 6.Data and power cannot be located in same conduit. They must be separated. Sketch created from electrical OPO update (E-OPO) dated Sept, 2012CURB & GUTTERA B C D E F G C E H D F F B Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 4 NO SCALE DOUBLE GATEWAY SCHEMATIC DETAIL 15'-0"6'-0"SECONDARY PRE-BROWSE BOARD H I E G I I Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 3.39' 3' 2.41'(11.10')(10.91'MIN.)0.77' 7.87'0.92'0.32' TOP VIEW PULLBOX FOR CONTROLLER VERIFY EXACT LOCATION IN FIELD PULLBOX AT CASHIERS WINDOW PRIMARY MENU BOARD SECONDARY MENU BOARD SIGNAGE AVAILABLE THROUGH APPROVED VENDORS: PERSONA INC. SIGNAGE: (800)843-9888 EVERBRITE, LLC: (888)558-3888 SUPERIOR ELECTRICAL ADVERTISING, INC: (800)995-9099 1.5" DIAMETER GALVANIZED STEEL POLE STEEL POLE CEMENTED INTO BOLLARD CENTER FILL PIPE W/GROUT OR CONCRETE 4" DIA STEEL PIPE EMBEDDED IN CONCRETE BOLLARD COVER SHALL MATCH BUILDING BASE/SERVICE DOOR COLOR 1/2" SEALED EXPANSION JOINT CASE #2: GRASS FINISHED GRADE SHALL BE 3" BELOW TOP OF FOUNDATION, SLOPE TOP OF FOUNDATION TO SHED WATER CENTER OF BOLLARD SHALL BE LOCATED 24" FROM FACE OF CURB OR EDGE OF TURNED DOWN WALK, CENTERED ON PULL FORWARD STRIPING CLASS "A" CONCRETE FOUNDATION CENTERED ON BOLLARD CASE #1: CONCRETE WALK OR PAVING (SEE OTHER DETAILS) DIGITAL PRE-BROWSE BOARD SCHEMATIC DETAIL5 NO SCALE DIGITAL MENU BOARD SCHEMATIC DETAIL6 NO SCALE 2'-5 1/4"5'-11 1/2"4"-1 3/4"4'-10"1'-9 3/4"Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 5'-11 1/2"4"-1 3/4"1'-9 3/4" REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTAL GMCO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM - BITUMINOUS - FOUND IP FOUND IP FOUND IP 3333 - BITUMINOUS - "GOLDEN VALLEY LIBRARY" A A A S S S SNOPARKING THANKYOUNOPARKING DRIVETHRUDRIVETHRUA D D E F H H H H H H H I (TYP.) J J J J K K K K L M N N O L L A L C206MCD393.DWGSTRIPINGC2.6 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTAL1. 2. 3. 4. GENERAL NOTES STRIPING NOTES A B D E F G H I J K L C M Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Area Construction Manager of any discrepancies prior to commencing construction. See Sheet C2.1 for all radius dimensions. See Sheet C2.2 for drive-thru construction. All pavement stencils must be purchased from the following authorized provider. Pavement Stencil Company P.O. Box 18034 Roanoke, VA 24014 ph 800-250-5547 fax 540-427-1326 PavementStencil.net 6" wide painted stripe. PMS 123, Yellow. Reserved. Reserved. Painted drive thru graphic. See Detail 1. See General Note 4. Painted drive thru graphic. See Detail 2. See General Note 4. Painted drive thru graphic. See Detail 3. See General Note 4. Reserved. Painted Site Circulation Arrow. See Detail 4. See General Note 4. 4" wide customer parking striping. White. Striped area to be painted with 4" lines at 18" o.c., at 45 degrees to path of travel, White. Painted Handicap Symbol, typ. White. See Detail C7.1 / 11. 2' x 5' painted crosswalk striping at 4' o.c. White. 4" wide reserved drive-thru parking stall striping. PMS 123, Yellow. Painted graphic. See Detail 5. See General Note 4. Painted graphic. See Detail 6. See General Note 4. Note:Arrows and words can be arranged in other combinations than those illustrated here to achieve desired result. EXIT ONLY Note: All text shall be painted Yellow (PMS 123) Note: All text and arrow shall be painted Yellow (PMS 123)2'-5"3'-6"6'-0"2'-10"5-3/4" 5-3/4" 2'-10"3'-6"2'-5"NO SCALE PAINTED 'DRIVE THRU' WITH ARROW1 NO SCALE PAINTED ARROW2 Note: Arrow shall be painted Yellow (PMS 123) NO SCALE PAINTED 'THANK YOU'3 NO SCALE TYPICAL PAVEMENT MARKING42'-10"2'-10"5-3/4" 6'-8"5'3'3'3'5'5'3'18"PAINT SOLID WHITE 2'18"18"4'NO SCALE PAINTED 'NO PARKING'5 NO PARKING1'1'Note: Text shall be painted White 6" CLEAR N O NO SCALE PAINTED MOBILE ORDER SYMBOL6 NORTH 0 20 40 GMCB RE=904.0 IE=899.8 STMH RE=904.3 CB RE=907.0 IE=900.6 SSMH RE=901.6 IE=891.3(S) IE=891.2(N) CO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH COBX HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT CBMH RE=904.8 IE=900.3 SSMH RE=904.12 INV=898.86(E/NW) NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM PYLON SIGN "MCDONALDS" HT=25.9 FT. LIGHTED "ENTER" SIGN 3211821230188 7800 GOLDEN VALLEY RD GOLDEN VALLEY, MN 55427 "GOLDEN VALLEY MUNICIPAL COMPLEX" - BITUMINOUS ->>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>- BITUMINOUS -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIGGGGGG G G G G G G GGGGGG900899901902905 902 903904906 907 908 905 901 902 903 904 906 9 0 7 908 900 90 5 8 9 6 8 9 7 89 8 899 90 1 90 2 90 3 90 4 90 6 90 7 908 90 9 91 0 9 1 1 905 906 907 903 904 910 911 912 912FOUND IP FOUND IP FOUND IP 3333 - BITUMINOUS - "GOLDEN VALLEY LIBRARY">G G G G G G G G G G G G G G G G G A A A S S S SNOPARKING THANKYOUNOPARKING DRIVETHRU904904SAN>SAN>SAN>DRIVETHRU906 907 908 909 906906901 902903900900))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ))))))))))))))))))))))))))))))))) )))))))))))))))))))) ) ))))))))) ) ) ) ) ) ) ) ) ) ) ) ) ) )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) C300MCD393.DWG C3.0 OVERALL GRADING, DRAINAGE, PAVING,EROSION CONTROL, & UTILITIES REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALContact utility service providers for field location of services 72 hours prior to beginning grading. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An independent testing firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Coordinate with architectural for building stoop locations. Slopes shown on adjacent walks and pavement should continue over stoops. Reserved. 11. 12. 13. 14. 15. 16. 17. 18. 19. Perimeter sediment controls shall be installed and inspected prior to beginning work. Maintain for duration of construction. Remove controls after areas contributing run off are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Reserved. Reserved. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch and Fertilizer shall meet the following specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lbs/ac - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lbs/ac - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb/ac - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac) @ 2 ton/ac, Disc anchored Fertilizer MNDOT 3881 General Placement MNDOT 2575 All disturbed landscape areas shall be restored in-kind. Coordinate with McDonald's Area Construction Manager. Scrape adjacent streets clean daily and sweep clean weekly. 1. 3. 4. 5. 6. 7. 8. 9. 10. Spot elevations at curblines indicate flowlines unless noted otherwise. Grades between proposed spot elevations shall be continuous and non-variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Transition as needed. Paving sections a. Bituminous paving 1.5-inch Bituminous Wear (MNDOT 2360, SPWEA240b) Tack Coat (MNDOT 2357) 2.5-inch Bituminous Base (MNDOT 2360 SPNWB230b) 6-inch Aggregate Base (MNDOT 3138, Class 5) b. Concrete Walkways 4-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 4-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Jointing to be designed and installed by Contractor c. Concrete Drives, Aprons, and Exterior Slabs 7-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 7-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Concrete Joints Jointing to be designed and installed by contractor. Install joints across sidewalks, curbs and pavements, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled Joints: divide panels into nominally equal areas. b. Expansion Joints: sidewalks - 40 feet max.; curbs - 60 feet max.; pavement: 80 feet max.; and adjacent to building foundations and stoops. c. Contraction Joints: sidewalks - 8 to 10 feet; curbs and aprons - 12 to 15 feet. Accessible parking stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Accessible routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Install detectable warning surface in accordance with MnDOT and City of Golden Valley specifications Transition from 6" concrete curb to ribbon curb. Refer to detail C7.1/8, Type B. Adjust structure rims to match new pavement elevations. GRADING NOTES PAVING NOTES EROSION PREVENTION AND SEDIMENT CONTROL NOTES LEGEND 22 23 25 26 20. 21. 24. : Inlet Protection : Tip Out Curb : Pavement Sawcut ESTIMATED QUANTITY 2 ea. SYMBOL DESCRIPTION : Compost Or Bio Log 521 ft.))))))))))))))))))))))))) : Pedestrian Curb Ramp%X.X 28 2 GENERAL NOTES For Construction Staking or Surveying services contact Landform at 612-252-9070.1. 29. NORTH 0 20 40 Pipe Materials Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866) Contact Utility Service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of flared end section. Reserved. Install tracer wire with all non-conductive utilities. Contact City of Golden Valley Public Works for inspection of all utility work and standards. Contact City of Golden Valley Public Works for flushing and pressure test inpsections. Coordinate with Mechanical, Plumbing, and Electrical drawings for locations of service connection and continuation of services with building. Refer to Plumbing plans for exterior grease interceptor detail. The tank and top slab must be designed to handle all loadings including traffic and soil to prevent structural collapse. The tank must be protected from freezing and must comply with all local and state code. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer Immediately if any conflicts are discovered. All utility connections shall be sequenced from the down stream side of the system. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. UTILITY NOTES 27 GMCB CO LT LT LT LT LT LT LT LT LT HH HH HH LT LT LT SSMH RE=904.12 INV=898.86(E/NW) NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM >>>>>>>>>>>>>>>>>>II900899901902902 903904905 901 902 903 904 906 900 90 5 899 90 1 90 2 90 3 90 4 90 6 9 0 7 903 904 >G G G G G G G G G G G G G G A A A S S S SNOPARKING THANKYOUNOPARKING90490403.17 03.25 04.06 04.70 04.64 04.12 04.62BC 04.18 04.20BC 04.31 04.33BC 04.40 04.90BC 05.09 05.10 05.10 05.0604.51 04.51 05.10 05.10 04.51 05.05 05.1005.01BC 04.51 04.53BC 04.51 04.53BC 04.51 05.00BC 04.51 04.60 04.60 05.08 05.08 (04.97) 04.51 04.25 04.29 04.28 04.28 04.28 04.29 04.29 04.29 04.19 04.07 03.96 03.86 03.86 04.79 04.80 04.7904.76 04.8704.85 (03.71) (04.63) 04.28 04.21 04.24 05.10 05.10 04.78 04.83 04.74 04.68BC 04.18 04.29 (04.05)(04.08)5.2%1.7%2.8%(03.68) (04.17) (04.76) (03.07) (04.27) (04.22) (03.47) 1.5% 4.4% 2.8% 1.5% 1. 7 % 1. 8 % 1. 7 % 1.2% 1.3% 1.3% 1.4% 1.1% 1.4% 1.4% 1.4% 1.6% 1.6% 0.5%4.8%04.27 04.40 04.98 1.5%1.0%0.6%1.7%7.4%7.1%7.7%7.8%1.1%1.3%04.30 (04.67) 05.054.3%SAN>SAN>SAN>(04.31) (04.29)2.0%8.0%6.5%04.58 05.05BC 04.51 04.53BC 04.46 04.48BC 04.40 04.90BC 05.05 04.63 04.58 05.00 03.15 02.97 02.75 02.54 03.74 03.25 03.17 1.6% 02.29BC 02.27 02.72BC 02.22 02.34BC02.32 02.96BC 02.46 01.12BC 01.10 01.46BC 00.96 (01.25BC) (01.27) 01.17BC 01.15 00.60BC 00.58 00.67BC 00.65 00.60 01.29BC 00.79 01.22 00.49 00.99BC 00.23 00.38 00.51 00.72 (00.88) 2.3% 3.6%1.4%3.1% 99.88BC 99.90BC 99.86 99.88 (00.41BC) (99.91) 00.29BC 99.79 00.5700.48 (00.00) (00.66) 4.6% 1.5%7.5%(99.86)(01.10)(02.04) (02.06)(00.68) 02.13 01.99 (02.16) 4.7%2.9%1.0%901 902903900900 99.98 00.46BC 99.96 99.94BC 99.92 99.79BC 99.77 00.16BC 99.66 (99.65) (99.18) (99.81) (00.17) C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 6 RIBBON CURB C7.1 6 RIBBON CURB C7.1 6 RIBBON CURB C7.1 4 ASPHALT PAVEMENT TRANSITION C7.1 4 ASPHALT PAVEMENT TRANSITION C7.1 5 THICKENED BITUMINOUS EDGE C7.1 4 ASPHALT PAVEMENT TRANSITION))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ))))))))))))))))))))))))))))))) ))))))))))))))))))) ) ) ) ))))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 1 BIO LOG (TYP.) C7.1 1 BIO LOG (TYP.) 23a 23a 23a 23a 23a 23a 23b 23b 23b 23b 23b 23b 22 23b 23c 23c 23c 25 25 25 25 26 26 26 26 26 26 29 28286.5' 28286.5' 28287.5' 28285.5' PLACE INLET PROTECTION AT DOWNSTREAM STRUCTURE 9 9 9 9 9 2 CONNECT TO EXISTING LINE W/ 4" PVC WYE @ INV=897.95 35' - 4" PVC @ 2 .0% SAN WYE W/ CLEAN OUT INV=898.65 5' - 4" PVC @ 2.0% 7' - 4" PVC @ 2.0% SAN SERVICE CONNECTION INV=899.14 32 39 40 41 C7.1 4 ASPHALT PAVEMENT TRANSITION C7.1 4 ASPHALT PAVEMENT TRANSITION 23a 23a 23b 23b 23b 23b 26 2626 26 26 C7.1 6 RIBBON CURB 28283.0' 2828 3.0'28 14.1' 2828 3.0' 28284.7' 28283.5' 2222 2222 22 28 3.0' 28 28 3.0'28 C7.1 5 THICKENED BITUMINOUS EDGE C7.1 5 THICKENED BITUMINOUS EDGE )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))C7.1 1 BIO LOG (TYP.) C7.1 6 RIBBON CURB C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 1 BIO LOG C7.1 6 RIBBON CURB C7.1 7 B612 CONCRETE CURB & GUTTER 2828 3.5' 2828 8.0' 27 C301MCD393.DWG C3.1 GRADING, DRAINAGE, PAVING,EROSION CONTROL, & UTILITIES - NORTH REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALContact utility service providers for field location of services 72 hours prior to beginning grading. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An independent testing firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Coordinate with architectural for building stoop locations. Slopes shown on adjacent walks and pavement should continue over stoops. Reserved. 11. 12. 13. 14. 15. 16. 17. 18. 19. Perimeter sediment controls shall be installed and inspected prior to beginning work. Maintain for duration of construction. Remove controls after areas contributing run off are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Reserved. Reserved. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch and Fertilizer shall meet the following specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lbs/ac - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lbs/ac - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb/ac - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac) @ 2 ton/ac, Disc anchored Fertilizer MNDOT 3881 General Placement MNDOT 2575 All disturbed landscape areas shall be restored in-kind. Coordinate with McDonald's Area Construction Manager. Scrape adjacent streets clean daily and sweep clean weekly. 1. 3. 4. 5. 6. 7. 8. 9. 10. Spot elevations at curblines indicate flowlines unless noted otherwise. Grades between proposed spot elevations shall be continuous and non-variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Transition as needed. Paving sections a. Bituminous paving 1.5-inch Bituminous Wear (MNDOT 2360, SPWEA240b) Tack Coat (MNDOT 2357) 2.5-inch Bituminous Base (MNDOT 2360 SPNWB230b) 6-inch Aggregate Base (MNDOT 3138, Class 5) b. Concrete Walkways 4-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 4-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Jointing to be designed and installed by Contractor c. Concrete Drives, Aprons, and Exterior Slabs 7-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 7-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Concrete Joints Jointing to be designed and installed by contractor. Install joints across sidewalks, curbs and pavements, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled Joints: divide panels into nominally equal areas. b. Expansion Joints: sidewalks - 40 feet max.; curbs - 60 feet max.; pavement: 80 feet max.; and adjacent to building foundations and stoops. c. Contraction Joints: sidewalks - 8 to 10 feet; curbs and aprons - 12 to 15 feet. Accessible parking stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Accessible routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Install detectable warning surface in accordance with MnDOT and City of Golden Valley specifications Transition from 6" concrete curb to ribbon curb. Refer to detail C7.1/8, Type B. Adjust structure rims to match new pavement elevations. GRADING NOTES PAVING NOTES EROSION PREVENTION AND SEDIMENT CONTROL NOTES LEGEND 22 23 25 26 20. 21. 24. : Inlet Protection : Tip Out Curb : Pavement Sawcut ESTIMATED QUANTITY 2 ea. SYMBOL DESCRIPTION : Compost Or Bio Log 521 ft.))))))))))))))))))))))))) : Pedestrian Curb Ramp%X.X 28 2 GENERAL NOTES For Construction Staking or Surveying services contact Landform at 612-252-9070.1. 29. NORTH 0 10 20 Pipe Materials Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866) Contact Utility Service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of flared end section. Reserved. Install tracer wire with all non-conductive utilities. Contact City of Golden Valley Public Works for inspection of all utility work and standards. Contact City of Golden Valley Public Works for flushing and pressure test inpsections. Coordinate with Mechanical, Plumbing, and Electrical drawings for locations of service connection and continuation of services with building. Refer to Plumbing plans for exterior grease interceptor detail. The tank and top slab must be designed to handle all loadings including traffic and soil to prevent structural collapse. The tank must be protected from freezing and must comply with all local and state code. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer Immediately if any conflicts are discovered. All utility connections shall be sequenced from the down stream side of the system. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. UTILITY NOTES 27 LT LT LT NO PARKING905 906 907 908907908 905 906 907 910 911 912 FOUND IP S DRIVETHRU906 907 908 909 906906(05.22) 05.57 (05.71BC) 05.59BC 05.61 05.69 05.70 05.72BC 05.78 06.28BC 05.67 (05.90)3.6%1.5% 05.87 05.60 05.33 (05.18)(05.24) 1.5% 06.92 06.76 06.69 06.72 06.48 06.31 06.48 06.37 06.43 06.61 06.7906.99 (05.22) (06.78) (08.10)08.20 08.70BC 08.23 08.25BC 08.18 08.20BC 08.12 08.61BC 08.06 (07.71) (07.29) (06.04) (06.82)5.7%5.4%4.1%5.3%3.9%1.6%6.2%3.6%1.5%0.7%06.09 2.6% 07.02 PLACE INLET PROTECTION AT CATCH BASIN IN WINNETKA AVE. 2 )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) C7.1 1 BIO LOG (TYP.) C7.1 1 BIO LOG (TYP.) 23b 23b 28283.0' 28 6.6' 22 22 23c 23c 23c 23c 22 22 C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 6 RIBBON CURB C7.1 6 RIBBON CURB C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 7 B612 CONCRETE CURB & GUTTER C302MCD393.DWG C3.2 GRADING, DRAINAGE, PAVING,EROSION CONTROL, & UTILITIES - SOUTH REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALContact utility service providers for field location of services 72 hours prior to beginning grading. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An independent testing firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Coordinate with architectural for building stoop locations. Slopes shown on adjacent walks and pavement should continue over stoops. Reserved. 11. 12. 13. 14. 15. 16. 17. 18. 19. Perimeter sediment controls shall be installed and inspected prior to beginning work. Maintain for duration of construction. Remove controls after areas contributing run off are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Reserved. Reserved. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch and Fertilizer shall meet the following specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lbs/ac - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lbs/ac - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb/ac - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac) @ 2 ton/ac, Disc anchored Fertilizer MNDOT 3881 General Placement MNDOT 2575 All disturbed landscape areas shall be restored in-kind. Coordinate with McDonald's Area Construction Manager. Scrape adjacent streets clean daily and sweep clean weekly. 1. 3. 4. 5. 6. 7. 8. 9. 10. Spot elevations at curblines indicate flowlines unless noted otherwise. Grades between proposed spot elevations shall be continuous and non-variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Transition as needed. Paving sections a. Bituminous paving 1.5-inch Bituminous Wear (MNDOT 2360, SPWEA240b) Tack Coat (MNDOT 2357) 2.5-inch Bituminous Base (MNDOT 2360 SPNWB230b) 6-inch Aggregate Base (MNDOT 3138, Class 5) b. Concrete Walkways 4-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 4-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Jointing to be designed and installed by Contractor c. Concrete Drives, Aprons, and Exterior Slabs 7-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 7-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Concrete Joints Jointing to be designed and installed by contractor. Install joints across sidewalks, curbs and pavements, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled Joints: divide panels into nominally equal areas. b. Expansion Joints: sidewalks - 40 feet max.; curbs - 60 feet max.; pavement: 80 feet max.; and adjacent to building foundations and stoops. c. Contraction Joints: sidewalks - 8 to 10 feet; curbs and aprons - 12 to 15 feet. Accessible parking stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Accessible routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Install detectable warning surface in accordance with MnDOT and City of Golden Valley specifications Transition from 6" concrete curb to ribbon curb. Refer to detail C7.1/8, Type B. Adjust structure rims to match new pavement elevations. GRADING NOTES PAVING NOTES EROSION PREVENTION AND SEDIMENT CONTROL NOTES LEGEND 22 23 25 26 20. 21. 24. : Inlet Protection : Tip Out Curb : Pavement Sawcut ESTIMATED QUANTITY 2 ea. SYMBOL DESCRIPTION : Compost Or Bio Log 521 ft.))))))))))))))))))))))))) : Pedestrian Curb Ramp%X.X 28 2 GENERAL NOTES For Construction Staking or Surveying services contact Landform at 612-252-9070.1. 29. NORTH 0 10 20 Pipe Materials Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866) Contact Utility Service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of flared end section. Reserved. Install tracer wire with all non-conductive utilities. Contact City of Golden Valley Public Works for inspection of all utility work and standards. Contact City of Golden Valley Public Works for flushing and pressure test inpsections. Coordinate with Mechanical, Plumbing, and Electrical drawings for locations of service connection and continuation of services with building. Refer to Plumbing plans for exterior grease interceptor detail. The tank and top slab must be designed to handle all loadings including traffic and soil to prevent structural collapse. The tank must be protected from freezing and must comply with all local and state code. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer Immediately if any conflicts are discovered. All utility connections shall be sequenced from the down stream side of the system. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. UTILITY NOTES 27 C701MCD393.DWGCIVIL CONSTRUCTION DETAILSC7.1 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALSLOPE VARIES MIN7"2"-3"MAX10"-11"MIN 2"MAXMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTIL TURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION IS COMPLETE. NO SCALE TEMPORARY COMPOST/BIO LOG145dCOMPOST/BIO LOG 8" MIN. DIAMETER 1"X1" WOOD STAKES MAX. 4 FT. SPACING FLOW 2' MIN. NO SCALE SILT FENCE2 NOTES: 1.DIG A 6" TRENCH ALONG THE INTENDED FENCE LINE OR USE MACHINE SLICED ANCHOR. 2.INSTALL ON CONTOUR AT CONSTANT ELEVATION. 3.DRIVE ALL POSTS INTO THE GROUND AT THE BACK SIDE OF THE TRENCH. 4.LAYOUT WIRE MESH AND SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. STEEL T-POST 1.25 lbs/FT @ 6 FT O.C. MAX UV STABILIZED GEOTEXTILE 24"-36" HEIGHT. MACHINE SLICED ANCHOR OR 6"X6" TAMPED EARTH BACKFILL. UNDISTURBED SOIL WELDED STEEL PLATE INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE. MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED. ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST. 5'2.5' 6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE. 2 1 4' O.C. 12 NO SCALE TREE PROTECTION3INSTALL AT DRIPLINE OF TREE3 1 13 1/2"NO SCALE B612 CONCRETE CURB AND GUTTER7 CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB. GUTTER GRADE TO MATCH PAVEMENT GRADE (FORMS MAY BE TILTED). DIMENSIONS TO FACE OF CURB ON PLANS ARE TO THIS LINE 6" AGGREGATE BASE 6"7"6" 8"12"6"%6.0 1 2" RAD. 3" RAD. 3" RAD. 12"8" 6" NO SCALE 12" CONCRETE RIBBON CURB6 CONSTRUCT WITH REVERSE SLOPE GUTTER. GUTTER GRADE TO MATCH PAVEMENT GRADE. 12" RAD. 3" RAD. 6"7-1/4"1/4"3" RAD.7"6" AGGREGATE BASE DIMENSIONS TO FACE OF CURB ON PLANS ARE TO THIS LINE BITUMINOUS TYP. SECTION 24" 3/8" CONCRETE TYP. SECTION SEALING MATERIAL NO SCALE THICKENED BITUMINOUS EDGE AND CONCRETE SURFACE5 AGGREGATE BASE BITUMINOUS SURFACE NON-EXTRUDING FILLER 1/8" RAD. WARP NEW TO MATCH EXISTING WITHIN 3 FEET. 2' NO SCALE ASPHALT PAVEMENT TRANSITION4 MILL EXISTING PAVEMENT TO MATCH NEW WEAR COURSE THICKNESS. APPLY TACKCOAT. NEW PAVEMENT SECTIONEXISTING PAVEMENT SECTION SAWCUT LOCATION BOTTOM OF CURB BOTTOM OF CURB SEE PLAN SEE PLAN NO SCALE CONCRETE CURB TRANSITION8 TOP OF CURB GUTTER TOP OF CURB GUTTER RIBBON CURB RIBBON CURB B612 CONCRETE CURB AND GUTTER B612 CONCRETE CURB AND GUTTER 6"24"48"FOOTING ROUND BOLLARD W/ ACCESSIBLE SIGNAGE MCDONALD'S (MINNESOTA) NOTE: BOLLARD COVER SHALL MATCH BUILDING BASE/ SERVICE DOOR COLOR. CONTACT: PUGLEASA COMPANY INC. 1253 CONNELLY AVENUE ARDEN HILLS. MN 55112 ATTN: AL SHEPARDSON TELE: (651)636-6442 FAX: (651)636-0995 NO SCALE 9 36"CONCRETE CURB 18" DIA. NOTE: SIGN SHALL MEET THE REQUIREMENTS OF MN MUTCD R7-8m AND R7-8bP 60" MIN. & 66" MAX.FROM PARKING SURFACETO BOTTOM OF SIGNAGEPARKING VEHICLE ID REQUIRED VAN ACCESSIBLE N O PAR K I NG ACCESS AISLE WHERE APPLICABLE ATTACH SIGN(S) TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP AND BOTTOM OF SIGN) 2"x2" GALVANIZED SIGN STOCK PRIMED AND PAINTED. SET IN CONCRETE CENTERED IN BOLLARD. 6" ROUND STEEL PIPE, SCHEDULE 40, BOLLARD. CONCRETE FILLED EXPANSION JOINT SIDEWALK PER PLAN UPT TO $200 FINE FOR VIOLATION SIGN FACE AT PARKING STALL SIGN FACE AT ACCESS AISLE ROUND PIPE BOLLARD AND COVER FOOTING12"18" DIA.48"48"McDONALD'S NOTE: FOR BOLLARD COVER CONTACT PUGLEASA COMPANY INC. 1253 CONNELLY AVENUE ARDEN HILLS. MN 55112 ATTN: AL SHEPARDSON TELE: (651)636-6442 FAX: (651)636-0995 NO SCALE 10 CONCRETE CROWN 6" DIA. STEEL PIPE BOLLARD, SCHD. 40, CONCRETE FILLED BOLLARD COVER SHALL MATCH BUILDING BASE / SERVICE DOOR COLOR 1/2" EXPANSION JOINT SEE PLANS FOR SURFACE CONDITION 36"PROVIDE PAINTED SYMBOL AT EACH DESIGNATED ACCESSIBLE PARKING STALL. CENTER SYMBOL IN STALL NEAR DRIVE AISLE. NO SCALE INTERNATIONAL SYMBOL OF ACCESS11 67.5d 2'2'2'10" DIAMETER 5d ALL LINES 5" WIDE 1"AS REQUIRED4' MIN12" NO SCALE STEEL SIGN POST W/ ACCESSIBLE SIGNAGE - MN12 NOTE: SINAGE SHALL MEET THE REQUIREMENTS OF MN MUTCD R7-8m AND R7-8P 60" MIN. & 66" MAX.FROM PARKING SURFACETO BOTTOM OF SIGNAGEAT ACCESS AISLE PARKING SIGN FACE AT PARKING STALL VEHICLE ID REQUIRED VAN A C C ES S I B L E N O P A R K I N G ACCESS AISLE (WHERE APPLICABLE) FOOTING WITH 1" CROWN IN GREEN SPACE 2"x2" PERFORATED SQUARE SIGN POST ACCESSIBLE SIGNAGE MOUNT WITH 1/4" STAINLESS STEEL HARDWARE FOOTING FLUSH ADJACENT TO WALKS CONCRETE WALK STEEL SIGN EMBEDDED MINIMUM 2'-6" INTO CONCRETE FOOTING POURED CONCRETE FOOTING UP TO $200 FINE FOR VIOLATIONS GMCO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT NO PARKINGEM>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUE UE UE UE UE UE UEUEUEUE UEUEUEUEUEUEUEUEUEUEGGG G G GGGG G G G G G G G A A A S S S SSAN>(3) PRUN (2) PIDE (2) MASP (2) GTSK (4) PRUN (6) PIDE (1) MASP (1) MASP (1) ACER L2.1 1 DECIDUOUS TREE PLANTING (TYP) L2.1 2 CONIFEROUS TREE PLANTING (TYP) (TYP) 1 (TYP) 11 (TYP)7(TYP)12 (TYP)12 (TYP)16 (TYP)12 (TYP)16 (TYP)12 (TYP)12 (TYP)11 (TYP)11 (TYP)11 (TYP)11 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACER 1 Acer saccharum 'Autumn Splendor'Autumn Splendor Sugar Maple 30`H x 20`W 2.5" Cal.B & B GTSK 2 Gleditsia triacanthos `Skyline`Skyline Honeylocust 40`H x 30`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIDE 8 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. MASP 4 Malus x `Spring Snow`Spring Snow Crab Apple 25`H x 20`W 1.5"Cal POT PRUN 7 Prunus virginiana 'Canada Red'Canada Red Chokecherry 30`H x 20`W 1.5" Cal.POT REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALNORTH 0 20 40 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 4 inches of topsoil and sod all turf areas disturbed by Construction. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. See Details for depth of planting soil. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. Restore or replace sod to original condition after tree and mulch installation. Remove existing soil, roots, debris to a depth of four (4') feet prior to digging new planting pit. Dispose of existing soil, roots, debris offsite. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.)VARIESAREA DUG FOR PLANTING 2x-3x DIA. OF SOIL BALL24" MINSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2" X 2" X 24" WOOD STAKE SET AT ANGLE PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) FLAGGING: ONE (1) PER WIRE 8' STEEL STAKE. PLACE TWO (2) INCHES FROM ROOT BALL. INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. NOTES: NO SCALE CONIFEROUS TREE PLANTING EXISTING SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL EXISTING SOIL LOOSENED FOUR (4") INCHES SHREDDED HARDWOOD MULCH 2 SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL AREA DUG FOR PLANTING 2-3x DIA. OF SOIL BALL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 2" X 2" X 24" WOOD STAKE SET AT ANGLE EXISTING SOIL LOOSENED PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SEE SPECIFICATIONS. FLAGGING: ONE (1) FLAG PER WIRE DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH NOTES: 8' STEEL STAKE. PLACE WITHIN TWO (2) INCHES OF ROOT BALL. NO SCALE DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH (SEE PLANS) 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L201MCD393.DWGLANDSCAPE PLANL2.1 REPLACEMENT NOTES (47)Trees shown on original landscape plan, dated 03/06/1990, created by Damon Farber Associates. (25)Existing trees on-site as of 09/19/2022 (22)Replacement trees provided (47)Total trees on-site after replacements added Welcome McDonald's USA, LLC McDonald's USA, LLC McDonald's USA, LLC McDonald's USA, LLC Welcome McDonald's USA, LLC Welcome McDonald's USA, LLC Welcome McDonald's USA, LLC 1 Date: October 24, 2022 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Conditional Use Permit No. 174 to allow for Automobile Sales at 650 Ottawa Avenue North Property address: 650 Ottawa Avenue North Applicant: Tom Meyer, Landform, for Drake Motor Partners GV LLC Property owner: States Manufacturing Corporation Lot size: 4.46 acres Zoning District: Industrial Future Land Use: Industrial Adjacent uses: Public athletic fields (west), railroad and single-family residential (north), Room & Board warehouse and outlet store (east), offices (south) 2021 aerial photo (Hennepin County) 2 Summary of Request Tom Meyer, of Landform, representing Drake Motor Partners GV, LLC, is requesting a Conditional Use Permit to allow for automobile sales and service at 650 Ottawa Avenue North. The existing manufacturing building would be demolished and a new 50,000 square foot structure would be constructed. Existing Conditions 650 Ottawa Avenue North is an approximately four and a half acre site that is located north of Olson Memorial Highway and east of Highway 100. It sits just south of the Union Pacific railroad spur with a single-family neighborhood of 17 homes just beyond the tracks. The Room and Board warehouse and outlet store is the adjacent property to the east. To the west are the ba llfields of Shaper Park as well as Shaper Pond. South of the subject property are a number of offices, including Centennial Dental. Sunrise Senior Living is also nearby. The site contains a one-story manufacturing building constructed in 1960. It is currently owned and operated by the States Manufacturing Corporation, a fabricator of metal and electrical products. The property is primarily flat, but does steeply rise more than 20 feet at the eastern property line to meet the elevation of the adjacent parking lot. There is some drainage, including via a City storm sewer, to a wet area north of the site on railroad property. Access is primarily provided via the signalized intersection of Shaper Road and Olson Memorial Highway, though a secondary route is located to the west past Poquet Auto via a Highway 100 frontage road. The single-family neighborhood to the north has one entrance/exit via Ottawa. Proposal Drake Motor Partners GV LLC proposes to demolish the existing building and construct a 50,000 square foot building for electric vehicle sales. The new site plan would include two access points to Ottawa Avenue – one north and one south – and would relocate the existing south driveway to better align with Schaper Road in order to reduce p otential turning conflicts. The primary entrance to the building would face south and would include the entrance to the showroom as well as overhead doors to allow for servicing of vehicles. A secondary employee entrance would be located in the northwest corner of the building A fire lane would provide access around the entire building. 242 parking spaces for employees, customers, and inventory would be located both to the north and to the south of the building. Eight electric charging stations are proposed to serve the spaces directly north of the building. A trash enclosure and an area for tire storage are also located to the north of the building. The change in elevation at the east property line would be managed through the construction of a tall retaining wall. Stormwater would be managed through an underground vault installed under the north parking lot. A biofiltration basin is proposed to be located in the front yard adjacent to the south driveway. 3 Staff Review Land Use and Zoning Considerations While many aspects of the land use and zoning components of the proposal are not directly relevant to the conditional use permit under consideration, staff has documented much of the review in order to provide a more complete picture of the project. Dimensional Requirements The proposed front, rear, and side yard setbacks for the building are consistent with the zoning requirements for the Industrial zoning district, as are the parking setbacks throughout the site. As measured to the highest point of the flat roof, the proposed height of 30 feet is below the maximum allowed of 45 feet. Architectural and Material Standards As new construction, the proposed building is expected to comply fully with the City’s Architectural and Material standards. Based on the elevations shown, it appears the applicant has attempted to comply with the architectural standards, including providing variation in materials, texture, and color; visually articulating façades into smaller intervals; emphasizing entrances wi th architectural features; and screening trash receptacles and other ancillary equipment. Staff will continue to work with the applicant to very the required amount of window and door openings are being provided. The amount of Class I materials proposed for the south and east elevations fall short of the minimum required, as noted in the table below. Revisions to the proposed façades must be approved by staff prior to the issuance of building permits. Parking City Code requires 1 parking space for every 1,000 sq ft of showroom area plus 1 parking space for every 5,000 sq ft of outside display area. At 20,000 sq ft of showroom and 100,000 sq ft of outside display area, 40 parking spaces are required. With over 240 parking stall s indicated on the site plan, there is more than sufficient parking available. However, to ensure that the required 40 spaces are not used for display or inventory, these 40 spaces must be clearly signed or designated for employee and customer use. 4 Bicycle parking is required at a rate of 5 percent of the minimum number of vehicle spaces or a minimum of four bicycle spaces. Four bicycle spaces available to the public are required to be installed. Accommodating this alternative form of transportation aids in off-setting the number of vehicles that will be arriving at the site. Proximity to the Luce Line Regional Trail makes this installation even more appropriate. Lighting A lighting plan was provided with the materials submitted. Overall, the plan is consistent with the City’s outdoor lighting regulations, though it does take advantage of the higher footcandles allowed for auto sales. A handful of minor adjustments are required prior to permitting, and the applicant must observe the curfew which requires that outdoor lighting be extinguished or reduced by at least 50 percent beginning one hour after close of business and continuing until dawn or start of business, whichever is sooner. Traffic Concerns about traffic congestion at the Schaper Road and Olson Memorial Highway intersection, especially in conjunction with more heavily trafficked times of the day (Saturday mornings, during the Room & Board outlet hours, for example), prompted the City to conduct a traffic study to evaluate the potential impacts from the additional vehicle trips associated with the proposed use. The full report is attached to this memo. The initial findings were that the left turn lane on eastbound Olson Memorial Highway occasionally experiences back-ups to the point where not all vehicles clear the queue when the light is green. The operation of an electric auto dealerships would add to the number of vehicles utilizing this intersection, though the near-term impacts would be unlikely to generate regular increases in the queue length and not to the point that vehicles would back up into the eastbound travel lanes. However, in the longer-term, as additional development north of Olson Memorial Highway occurs, this could become a problem. The recommendations were monitor the intersection and if problems arise, to request from MnDOT that more time be allocated to this signal and/or to extend the length of the left turn lane from 305 feet to 480 feet. MnDOT has planned a mill and overlay of this stretch of Highway 55 for 2025 and an evaluation of intersection safety is expected to be a part of that project. Engineering staff have suggested that this location be examined for potential improvements at that ti me and any recommended changes be made as a part of that project. Absent this opportunity, the City could move forward with future improvements with costs being assessed to all of the contributing properties in the area. While the operating hours at this location have not yet been set, typical hours are 8 am to 6 pm, Monday thru Friday, and 9 am to 3 pm on Saturday. Approximately 50-60 jobs would be created at this location. Additional Department Review As is standard practice for development proposals, plans were reviewed by the City’s Engineering staff and notes were provided regarding a range of additional information that is needed in order to fully evaluate soils, floodplain, grading, and other site features. 5 In addition, staff noted that compliance with the City’s Inflow & Infiltration requirements must be achieved, or a security deposit obtained to cover any necessary repairs, prior to the issuance of a building permit. The Fire Department requested that should the CUP be approved, the applicant continue to work with staff in order to adequately address any questions or concerns related to the presence of electric vehicle batteries on site. Evaluation The findings and recommendations for a Conditional Use Permit are based upon any or all of the following factors: Factor Finding 1. Demonstrated Need for Proposed Use Standard met. The northwest portion of the Twin Cities does not currently have an elective automobile dealership. The applicant’s marketing research indicates there is demand. Other locations within Golden Valley were examined but for various reasons were determined not to be feasible. 2. Consistency with the Comprehensive Plan Standard met. Automobile sales are uses that are targeted for the Industrial zoning district, making this location an appropriate site for this use. 3. Effect upon Property Values Standard met. Typically, investment in a new building of this size – replacing one constructed in 1960 – would provide a structure with more efficient building technologies and better site design. This is expected to increase property values, not decrease them. 4. Effect on Traffic Flow and Congestion Standard conditionally met. While the increase in traffic associated with an auto dealership could impact the congestion at the Schaper Road and Hwy 55 intersection, it is unlikely to be a regular occurrence. The City anticipates intersection improvements could be managed through an upcoming mill and overlay. 6 In order to manage parking on-site, and to ensure vehicles to not spill over onto the road, dedicated parking for employees and customers must be designated and signed. 5. Effect of Increases in Population and Density Standard met. The anticipated regular weekday and Saturday hours of operation, combined with a typical number of employees, suggests that the daily increase in employment density would be acceptable for this location. 6. Compliance with the City’s Mixed-Income Housing Policy Not applicable. 7. Increase in Noise Levels Standard met. While some additional noise might be generated through the service aspect of this use, the industrial setting as well as the interior nature of the business indicate any increase would not negatively impact the surrounding area. 8. Generation of Odors, Dust, Smoke, Gas, or Vibration Standard met. No such problems are expected. 9. Any Increase in Pests or Vermin Standard met. No such problems are expected. 10. Visual Appearance Standard conditionally met. Improvements to the site would enhance the visual appearance of the lot. Provisions must be put in place to minimize the outdoor lighting levels overnight to avoid impacting surrounding residential properties. 11. Other Effects upon the General Public Health, Safety, and Welfare Standard conditionally met. As technology for electric vehicles continues to evolve, standards around the use and storage of batteries remains an area of interest for the Fire Department. Coordination on final building plans and fire suppression systems must be carried out as part of the project approvals. Recommended Action While a number of minor issues remain to be resolved or corrected, the review of a conditional use must focus on the characteristics “which might have an unusual impact upon surrounding properties or which might otherwise adversely affect the future development of the City or the 7 general public health, welfare, or safety of the property or residents therein.” (Section 11 3-30 (a)) Other topics regulated through zoning, engineering, or other aspects of the City Code are handled outside of the entitlement process as a regular matter of plan review by staff and in working with the applicant. To that end, this memo limits its recommendation to those items deemed to have potential impacts on the surrounding area. Based on the findings above, staff recommends approval of Conditional Use Permit No. 174, allowing for automobile sales at 650 Ottawa Avenue North, with the following conditions: 1. Required parking for employees and customers shall be clearly designed and marked to distinguish it from parking spaces for display and inventory. 2. The applicant must continue to work with Fire staff as plans are finalized to ensure any questions or concerns regarding the use and storage of electric vehicle batteries are adequately addressed. 3. The applicant shall provide proof of outdoor lighting controls that extinguish or reduce the levels during the required curfew hours. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Failure to comply with one of more of the above conditions shall be grounds for revocation of the CUP. Consistent with State statute, a certified copy of the CUP must be recorded with Hennepin County. Attachments Project Narrative (5 pages) Selected pages from the civil plans prepared by Landform and dated August 26, 2022 (8 pages) Interior floor plan (1 page) Building elevations (1 page) Traffic Study (49 pages) Narrative Conditional Use Permit Prepared for: Drake Real Estate Services August 26, 2022 SUBMITTED TO City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Introduction .................................................................................................................................................. 1 Conditional Use Permit ................................................................................................................................. 1 Summary ....................................................................................................................................................... 2 Contact Information ...................................................................................................................................... 3 Golden Valley Dealership, Golden Valley, MN August 26, 2022 DRS22001 1 Introduction On behalf of Drake Motor Partners GV LLC, Landform is pleased to submit this application for conditional use permit approval to allow demolition of the existing building and construction of a new electric auto dealership at 650 Ottawa Avenue N. Our redevelopment plan includes demolition of the existing building to allow for construction of a new building to house the operations for an auto sales and showroom business. In addition to the new building, various site improvements will be constructed including new accesses, a new parking lot with landscaped islands, new sidewalk connections, aboveground and below ground stormwater management basins, a retaining wall and landscaping. We are excited about the improvements proposed for this site. Conditional Use Permit We are requesting City approval for a conditional use permit to allow an auto sales and showroom business in the Industrial Zoning District. We have reviewed the request in accordance with City ordinance standards in Section 113-30 and find that the ordinance standards have been met. Specifically: 1. Demonstrated need for the proposed use. The electric auto sales and showroom is needed in this area. There is currently not a dealership in the northwest area of the Twin Cities. The applicant worked with planning staff on several different locations within Golden Valley and this location was determined to be the best fit. 2. Consistency with the Comprehensive Plan of the City. The proposed use is an allowed conditional use within the Industrial Zoning District which is consistent with the Industrial future land use designation. This is a redevelopment project which is encouraged within the comprehensive plan as the primary means of growth for the City of Golden Valley and it identified as goal #4 within the land use chapter of the Comprehensive Plan. 3. Effect upon property values in the neighboring area. The proposed use and redevelopment of the property will not have a negative effect on the property values in the neighboring area and the redevelopment will likely have a positive effect on the neighboring area with the investment that is put into redeveloping the property. 4. Effect of any anticipated traffic generation upon the current traffic flow and congestion in the area. The anticipated traffic generation for the proposed use is not expected to have a negative effect on the current traffic flow and congestion in the area. The traffic to and from the dealership is largely by appointment only which reduces any peak traffic times at the dealership. 5. Effect of any increases in population and density upon surrounding land uses. Golden Valley Dealership, Golden Valley, MN August 26, 2022 DRS22001 2 The proposed use does not include housing and will not contribute to population growth or density upon surrounding land uses. 6. Compliance with the City's Mixed-Income Housing Policy (if applicable to the proposed use). Not applicable to the proposed use. 7. Increase in noise levels to be caused by the proposed use. The proposed use will not cause any increases in the noise levels in the area. All services for the vehicles will be performed indoors. This facility will only sell and service electric vehicles which do not use carburetor engines or exhaust systems (electric vehicles are mostly silent). 8. Any odors, dust, smoke, gas, or vibration to be caused by the proposed use. The proposed use will not include any operations that will cause any odors, dust, smoke, gas or vibrations to be present on the site. This facility will only sell and service electric vehicles which do not use oil, gas and do not produce emissions. 9. Any increase in pests, including flies, rats, or other animals or vermin in the area to be caused by the proposed use. The proposed use will not contribute to any increase in pests of any kind in the area. 10. Visual appearance of any proposed structure or use. The proposed structure is shown on the submitted color building elevations which depict a modern building comprised on glass, tilt-up concrete panels, wall tile, metal panels and metal accents. The building will be energy efficient by maximizing the use of sunlight for heat and light. 11. Any other effect upon the general public health, safety, and welfare of the City and its residents. It is not anticipated that the proposed use will have any negative effects on the general public health, safety and welfare of the City and its residents. Summary We respectfully request approval of the Conditional Use Permit to allow demolition of the existing building at 650 Ottawa Avenue N. and the construction of a new electric auto sales dealership on the site. We anticipate the application will be heard at the Planning Commission on September 26th with the final action by the City Council on October 17th. Golden Valley Dealership, Golden Valley, MN August 26, 2022 DRS22001 3 Contact Information This document was prepared by: Kevin Shay Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Tom Meyer at tmeyer@landform.net or 612.638.0241. GOLDEN VALLEY, MN SILT FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL ELECTRIC AUTO SALES & SERVICE GOLDEN VALLEY, MINNESOTA MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE > > >> RIPRAP >> FM STS RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE DESCRIPTIONSHEET NO. CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS OVERALL DEMOLITION PLAN NORTH DEMOLITION PLAN SOUTH DEMOLITION PLAN TREE PRESERVATION PLAN OVERALL SITE PLAN NORTH SITE PLAN SOUTH SITE PLAN OVERALL GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN NORTH GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN CENTRAL GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN SOUTH GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN SWPPP NOTES OVERALL UTILITY PLAN NORTH STORM SEWER PLAN SOUTH STORM SEWER PLAN NORTH WATER & SANITARY PLAN SOUTH WATER & SANITARY PLAN CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN ENLARGED LANDSCAPE PLAN PHOTOMETRICS PLAN LANDSCAPE DETAILS AREA LOCATION MAP ABBREVIATIONS SYMBOLS EROSION CONTROL SYMBOLS DRAWING SYMBOLS CERTIFICATIONS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER n n n LEGAL DESCRIPTION BENCHMARK INLET PROTECTION LANDSCAPING GRAVEL FLAG POLE > >> POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN LT FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUND TELEPHONEUT UNDERGROUND ELECTRICUE GAS LINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS C0.1 C1.1 C1.2 C1.3 C1.4 C1.5 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C3.4 C3.5 C4.1 C4.2 C4.3 C4.4 C4.5 C7.1 C7.2 C7.3 C7.4 L2.1 L2.2 L4.1 L7.1 C21 C7.3 1 12 2 PROJECT BENCHMARK: IN GOLDEN VALLEY, 1.1 MILES EAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 55 MILEPOINT 187.75, 72.0 FEET NORTH OF WESTBOUND 55, 10.5 FEET NORTH OF A BIKE TRAIL, 300.0 FEET EAST OF WIRTH PARKWAY, 54.0 FEET NORTHEAST OF A BEGIN SHOULDER SIGN, 2.0 FEET SOUTH OF A WITNESS POST. ELEVATION = 834.81 (NAVD 88) SITE BENCHMARK: TBD ELEVATION = XX (NAVD 88) SOIL BORING B-X 123.45 %1.00 THAT PART OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 29, RANGE 24, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT IN THE EAST LINE OF SAID NORTHWEST QUARTER 303 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID QUARTER 100 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID QUARTER 32 FEET; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID QUARTER 210 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID QUARTER 720.71 FEET, MORE OR LESS, TO THE SOUTH LINE OF THE RIGHT OF WAY OF THE MINNESOTA WESTERN RAILWAY CO.; THENCE EAST ALONG SAID SOUTH LINE TO THE EAST LINE OF SAID QUARTER; THENCE SOUTH ALONG SAID EAST LINE 752 FEET TO THE POINT OF BEGINNING. HENNEPIN COUNTY, MINNESOTA 234.5 LIGHT POLE 3 MINOR CONTOUR123MINOR CONTOUR123 LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: TOM MEYER PROJECT CONTACTS CIVIL ENGINEER NAMA PARTNERS 6140 GREENWOOD PLAZA BOULEVARD, SUITE 100 GREENWOOD VILLAGE, CO 80111 TEL 720-289-0001 CONTACT: MIKE BRETTMANN ARCHITECT LANDFORM SURVEYOR LANDFORM 08.26.22X X X X X X X X SHEETS ISSUED BY DATE COMPOST/BIO LOG)))))))))))))))))))) D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year UNDERGROUND FIBER OPTICFO EROSION CONTROL BLANKET PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. CIVIL & LANDSCAPE TITLE SHEET NORTH NO SCALE SITESWEENEY LAKEDRAKE REAL ESTATE SERVICES 496 S. BROADWAY DENVER, CO, 80209 TEL (303) 825-6200 CONTACT: JON HAUSER 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: LARRY HUHN 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN LANDSCAPE ARCHITECT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. THIS CERTIFICATION IS FOR SHEET NUMBERS BEGINNING WITH "C". THOMAS O. MEYER, P.E. LICENSE NUMBER:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. THIS CERTIFICATION IS FOR SHEET NUMBERS BEGINNING WITH "L". JOSH POPEHN, RLA LICENSE NUMBER:DATE: 42016 44803 X X X X X XOTTOWA AVE N.GOLD E N V A L L E Y R D HIGHWAY 55 HIGHWAY 55 WINNETKA AVE N.WINNETKA AVE N.GLENWOOD AVE GLENWOOD AVE THEODORE W IRTH PKWYTHEODORE WIRTH PKWY55 55 394 394 100 100 C0.1 X X X X X X X X X X X X X 100.00210.00405.00530.0037.00INV=843.20 TBX HH INV=843.23 GM EBX CO CO 842.0 TBX CB RE=840.11 INV=836.91 (12" RCP -W) CBMH RE=839.89 INV=836.62 (12" RCP -N,E) CBMH (PER PLAN) RE=839.41 INV=836.32 (12" RCP -N) CBMH (PER PLAN) RE=839.38 INV=836.18 (12" RCP -S, NW) CBMH RE=837.86 INV=834.93 (12" RCP -W) INV=834.99 (12" RCP -N) CB RE=837.85 INV=835.97 (12" RCP -E) H YDHYD 848.1 ST STMH RE=838.59 INV=835.09 (12" RCP -S) INV=835.09 (15" RCP -N) SS SSMH RE=839.34 INV=833.22 (8" -S) W H YDHYD 839.6 H YDHYD 840.5 SS SSMH RE=844.89 INV=831.72 (8" -N,S) SSSSMH RE=840.14 INV=832.24 (8" -N,S) EXISTING BUILDING STATES MANUFACTURING CORPORATION 650 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 19029240010 EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - ET ET ABOVE GROUND TANK - GRAVEL - - GRAVEL - 48" CMP PIPE OUTLET INV= 831.49 48" CMP PIPE INLET INV= 833.00 8" DIP4 " P V C ( P E R P L A N )4" PVC (PER PLAN)8" CIPABANDONED SANITARY SERVICE (PER PLAN) 2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIPBURRIED/UNDERWATER 15" RCP PIPE OUTLET INV= 833.24 15" R C P GATE TIMBER RETAINING WALL ROOM & BOARD, INC. 4600 OLSON MEMORIAL HWY, GOLDEN VALLEY, MN 55422 PID: 1902924130038 SCHAPER PARK - CITY OF GOLDEN VALLEY 631 OTTAWA AVE N, GOLDEN VALLEY, MN 55422 PID: 1902924240023 613 INVESTMENTS LLC & CEDAR BOX PROPERTIES LLC 4800 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240027 4" PVC (PER PLAN) - GRAVEL - ST STMH RE=841.50 INV=834.97 (15" RCP -S, NE) 107.079.0228.43.0149.040.080.720.797.01.02.02.0 14.02.02.095.0 20.776.0 10.08.0 10.07.3 164.31.3 10.31.3 UNION PACIFIC RAILROAD PID: 1902924240022 BECKER HILL LLC 4700 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240011 E LINE OF THE NE 1/4 SEC. 19, T 29, R24.S LINE MINNESOTA WESTERN RAILWAY DOC. NO. 737322) 30.00 280.00 30.00 180.00 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Tom O. Meyer License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 50 100 Geotechnical boring locations are approximate and are based on information provided in the preliminary boring logs prepared by American Engineering Testing, Albertville, Minnesota, on August, 18, 2022. 1. EXISTING CONDITIONS EXISTING CONDITIONS C1.1 Background information shown is from survey by Landform, Minneapolis, MN, on July 19, 2022, expressly for this project; City of Golden Valley, Minnesota record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY. 2. 100.00210.00405.00530.0037.00BL 841.9 HCSGN 839.1 TBX BL 844.4 BL 847.9 BL 848.9 ET 842.3 UGG 840.6 UGG 841.0 UGG 841.9 UGG 842.1 TBX INV=833.00TP 48IN STEEL 836.95 TP 48IN STEEL 835.36 INV=831.49 RWE WOOD 852.4 RWE WOOD 852.3 RWE WOOD 853.3RWB WOOD 851.5 RWT WOOD 853.2 RWT WOOD 857.4 RWB WOOD 851.9 RWB WOOD 851.9 RWT WOOD 857.1 RE RE=840.11 INV=836.91RE RE=839.89 INV=836.62INV=836.62 RE RE=839.41 RE RE=839.38 RE RE=837.86 INV=834.93INV=835.97RE RE=837.85 INV=835.09 SGN X WALK 838.6 SS TEE 839.4 SS 839.3 EXISTING BUILDING STATES MANUFACTURING CORPORATION 650 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 19029240010 EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET ET ABOVE GROUND TANK 48" CMP PIPE OUTLET INV= 831.49 48" CMP PIPE INLET INV= 833.00 8" DIP4" P V C ( P E R P L A N )4" PVC (PER PLAN)8" CIPABANDONED SANITARY SERVICE (PER PLAN) 2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIPBURRIED/UNDERWATER 15" RCP PIPE OUTLET INV= 833.24 15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - GRAVEL - GATE TIMBER RETAINING WALL ROOM & BOARD, INC. 4600 OLSON MEMORIAL HWY, GOLDEN VALLEY, MN 55422 PID: 1902924130038 SCHAPER PARK - CITY OF GOLDEN VALLEY 631 OTTAWA AVE N, GOLDEN VALLEY, MN 55422 PID: 1902924240023 613 INVESTMENTS LLC & CEDAR BOX PROPERTIES LLC 4800 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240027 4" PVC (PER PLAN) - GRAVEL - - GRAVEL - INV=833.24TP 15IN RCP 834.93 107.079.0228.43.0149.040.080.720.797.01.02.02.0 14.02.02.095.0 20.776.0 10.08.0 10.07.3 164.31.3 10.31.3 UNION PACIFIC RAILROAD PID: 1902924240022 BECKER HILL LLC 4700 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240011 E LINE OF THE NE 1/4 SEC. 19, T 29, R24.S LINE MINNESOTA WESTERN RAILWAY DOC. NO. 737322) COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 1 2 3 4 5 6 7 10 8 13 14 15 17 11 12 9 16 18 19 20 21 22 23 24 26 28 25 27 30 29 31 32 33 34 45 44 43 42 35 41 40 39 37 38 36 PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 50 100 TREE PRESERVATION C1.5 :Tree Removal LEGEND SIGNIFICANT TREE SUMMARY City of Golden Valley, MN code (Chap. 111): Up to 30% removals allowed. CITY REQUIREMENTS If replacements are required, begin with the largest trees first. 530.0037.00TBX H YDSS 15" R C P - BITUMINOUS - SCHAPER PARK - CITY OF GOLDEN VALLEY 631 OTTAWA AVE N, GOLDEN VALLEY, MN 55422 PID: 1902924240023 - GRAVEL - UNION PACIFIC RAILROAD PID: 1902924240022 S LINE MINNESOTA WESTERN RAILWAY DOC. NO. 737322) 30.00 280.00 35' FRONT BUILDING/PARKING SETBACKPROPOSED BUILDING FFE = 843.25 (50,000 s.f.) 20' SIDE YARD BUILDING SETBACK 20' REAR BUILDING SETBACK10' SIDE YARD PARKING SETBACK 10' REAR PARKING SETBACK7 15 31 32 32 12 23 7 9' (TYP.) 9' (TYP.) 9' (TYP.) 9' (TYP.) 9' (TYP.)9'(TYP.)252'271.1'36' 4 250'20'24'8.5'18.5'24'18.5'18.5'26'18.5'18.5'24'18.5'18.5'24'18.5'14' 5'5'16.7'11.3'17.7'35.5'18' 8 18.5' 24' 230' R3.5'R3.5 'R3.5'9'(TYP.)2 R4' R 4 ' 15'26'R 3 ' R3'R25'R25'R3.5'R 8 'R10'R 3 . 5 ' R10'R 3 . 5 ' R 1 0 'R3.5'R10 'R3.5' R3. 5 'R10'R 1 0 'R3.5'R 3 . 5 ' R10' R 3 . 5 'R3.5'R1 0 ' R3.5'R10' R 1 0 'R3.5'R 3 . 5 ' R3.5' R 1 0 ' R3 . 5 ' R10' 4'15' 35' PROPOSED STOP SIGN & POST 9 R20' 18.5' RETAINING WALL RETAINING WALLRETAINING WALL 4 4 PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Tom O. Meyer License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. 4 Total Parking Stalls Required 100,000 s.f. Outdoor Display Area = 20 Stalls Required Parking: 20,000 s.f. Indoor Display Area = 20 Stalls One Stall per 1,000 s.f. of Gross Floor Display Area. One Stall per 5,000 s.f. of Outdoor Display Area. 4 238 242 ea. ea. ea.Accessible Stalls Standard Stalls Provided Parking: Total Parking Stalls Provided (9x18.5) (9x18.5) 40 ea. The Property is Zoned Industrial Zone (I) Building Setback Information is as follows: Front Yard = 35 ft. Rear = 20 ft. Side = 20 ft. Parking Setback Information is as follows: Front Yard = 35 ft. Rear = 10 ft. Side =10 ft. Lot Coverage Information is as follows: Lot Area Minimum = N/A Lot Width Minimum = N/A Total Site Area = 204,800 s.f. = 4.70 ac. Impervious Pervious Total 204,800 161,163 43,637 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 204,800 95,241 109,559 s.f. s.f. s.f. 4.70 3.70 1.00 4.70 2.18 2.52 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Building layout angles are parallel with or perpendicular to the property line at the location indicated. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel. Trash / Recycling areas: See Architectural drawings. Transformer pad location. Refer to architectural, mechanical, and electrical plans for details. Reinstall salvaged post, no parking sign, and crosswalk sign. 2. 3. 5. 6. GENERAL NOTES PARKING SUMMARY AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. 100.0% 78.7% 21.3% 100.0% 46.5% 53.5% ac. ac. ac. ac. ac. ac. LEGEND Green Space (Landscape Area) 7 0 ea.Parallel Parking Stalls (9.5x20) 8 9 NORTH 0 30 60 NORTH SITE PLAN C2.2 100.00210.00405.00530.00HH SS W H YDH YDSS SS EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL ROOM & BOARD, INC. 4600 OLSON MEMORIAL HWY, GOLDEN VALLEY, MN 55422 PID: 1902924130038 SCHAPER PARK - CITY OF GOLDEN VALLEY 631 OTTAWA AVE N, GOLDEN VALLEY, MN 55422 PID: 1902924240023 613 INVESTMENTS LLC & CEDAR BOX PROPERTIES LLC 4800 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240027 BECKER HILL LLC 4700 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240011 E LINE OF THE NE 1/4 SEC. 19, T 29, R24.30.00 180.00 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 35' FRONT BUILDING/PARKING SETBACKPROPOSED BUILDING FFE = 843.25 (50,000 s.f.) 20' SIDE YARD BUILDING SETBACK 20' REAR BUILDING SETBACK10' REAR PARKING SETBACK10' SIDE YARD PARKING SETBACK NO PARKING NO PARKING BIOFILTRATION BASIN 2P BOT=838.75 TOP=840.25 HWL=840.59 9' (TYP.) PROPOSED STOP SIGN & POST 44AC 11 16 16 16 23 15 9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)28.5'18.5'18.5'24'18.5'18.5'24'18.5'18.5'24'18.5'24'24'26'18.5'12.5'26'11'5'18.5' 14'14'18.5'24'4'24' 36'196.9'252'36' 4 4 250'200' C7.2 7 INTL. SYMBOL OF ACCESS (TYP.) C7.2 7 INTL. SYMBOL OF ACCESS (TYP.)20'24'8.5'14' 5'5'16.7'R25'R2 5 ' R8' R 3 . 5 'R8'R 3 . 5 'R3.5'R 8 ' R 8 'R3.5'R8' R 3 . 5 'R3.5'R 8 'R8'R3 . 5 ' R 3 . 5 'R8'R3.5'R8 ' R 3 . 5 'R8'R8'R3.5'R 3 . 5 'R8'R8'R3.5'R3.5' 15' 5' 9' (TYP.) 9' (TYP.) 15' R4' R 4 'R3.5'R3 5 'R3'R8'R3 ' R8'R8' 4'15' C7.2 4 ACCESSIBLE SIGNAGE (TYP.) C7.2 4 ACCESSIBLE SIGNAGE (TYP.) PROPOSED MONUMENT SIGN (REFER TO ARCHITECTURAL) C7.2 6 PAINTED "NO PARKING" C7.2 6 PAINTED "NO PARKING" RETAINING WALL RETAINING WALL 4 4 9' (TYP.) 5 BIKE RACK (4 MINIMUM) 8'8'18.5'4 4 PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Tom O. Meyer License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. 4 Total Parking Stalls Required 100,000 s.f. Outdoor Display Area = 20 Stalls Required Parking: 20,000 s.f. Indoor Display Area = 20 Stalls One Stall per 1,000 s.f. of Gross Floor Display Area. One Stall per 5,000 s.f. of Outdoor Display Area. 4 238 242 ea. ea. ea.Accessible Stalls Standard Stalls Provided Parking: Total Parking Stalls Provided (9x18.5) (9x18.5) 40 ea. The Property is Zoned Industrial Zone (I) Building Setback Information is as follows: Front Yard = 35 ft. Rear = 20 ft. Side = 20 ft. Parking Setback Information is as follows: Front Yard = 35 ft. Rear = 10 ft. Side =10 ft. Lot Coverage Information is as follows: Lot Area Minimum = N/A Lot Width Minimum = N/A Total Site Area = 204,800 s.f. = 4.70 ac. Impervious Pervious Total 204,800 161,163 43,637 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 204,800 95,241 109,559 s.f. s.f. s.f. 4.70 3.70 1.00 4.70 2.18 2.52 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Building layout angles are parallel with or perpendicular to the property line at the location indicated. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel. Trash / Recycling areas: See Architectural drawings. Transformer pad location. Refer to architectural, mechanical, and electrical plans for details. Reinstall salvaged post, no parking sign, and crosswalk sign. 2. 3. 5. 6. GENERAL NOTES PARKING SUMMARY AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. 100.0% 78.7% 21.3% 100.0% 46.5% 53.5% ac. ac. ac. ac. ac. ac. LEGEND Green Space (Landscape Area) 7 0 ea.Parallel Parking Stalls (9.5x20) 8 9 NORTH 0 30 60 SOUTH SITE PLAN C2.3 SAN>SAN>SAN>ELECELECGASGASCOMMELEC GASCOMM T STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>UNDERGROUND DETENTION TANK 1P 42" SOLID WALL HDPE PIPE INV = 836.00 TOP = 839.50 100-YR HWL = 839.37 PIPE STORAGE = 24,497 CF VOLUME BELOW OUTET WEIR = 13,156 CF HH EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET8" DIP8" CIP2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIP15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL - GRAVEL - COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 HH EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET8" DIP8" CIP2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIP15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL - GRAVEL - COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 PROPOSED BUILDING FFE = 843.25 (50,000 s.f.) NO PARKING NO PARKING L2.2 1 ENLARGED PLAN NORTH L2.2 2 ENLARGED PLAN SOUTH 14 (TYP) L7.1 2 CONIFEROUS TREE PLANTING (TYP) L7.1 1 DECIDUOUS TREE PLANTING (TYP) 14 (TYP) 14 (TYP) 13 (TYP) 13 (TYP) 13 (TYP) 13(TYP) 13 (TYP) 14 (TYP) 4 (TYP) 4 (TYP) 4(TYP) 4 (TYP) (3) BEND (1) GTSU (1) ACSA (1) ACSA (1) ACSA (1) ACSA (1) GTSU (5) JUVI (1) QUWA (1) ACEA (1) QUCS (1) QUWA (1) ACEA (1) QUCS (1) QUWA (1) ACEA (1) QUCS (1) QUWA (1) ACEA (1) QUCS (1) QUWA (1) ACEA (1) QUCS (1) QUWA (4) PIDE (3) BEND (1) GTSU (1) GTSU (1) GTSU (1) GTSU(1) GTSU(1) GTSU (3) JUVI (6) PIDE DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACEA 5 Acer rubrum `Armstrong`Armstrong Red Maple 40`H x 15`W 2.5"Cal B & B ACSA 8 Acer saccharum Sugar Cone Sugar Cone Sugar Maple 25`H x 12`W 2.5" Cal.B & B BEND 6 Betula nigra `Dura Heat`Dura Heat River Birch 35`H x 18`W 2.5"Cal B & B QUWA 6 Quercus x warei `Regal Prince`Regal Prince Oak 50`H x 25`W 2.5" Cal.B & B QUCS 5 Quercus `Crimson Spire`Crimson Spire Oak 50`H x 15`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. JUVI 8 Juniperus virginiana Eastern Red Cedar 45`H x 20`W 6` Ht.B & B PIDE 10 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 6` Ht.B & B OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. GTSU 8 Gleditsia triacanthos `Suncole` TM Suncole Honeylocust 40`H x 25`W 2.5"Cal B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER JUCM 21 Juniperus chinensis `Maneyi`Maney Juniper 5`H x 6`W 5 GAL.POT JUWI 9 Juniperus horizontalis `Wiltonii`Blue Rug Juniper 0.5`H x 7`W 3 GAL.POT VINA 40 Viburnum opulus `Nanum`Dwarf European Viburnum 2`H x 3`W 3 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CARB 90 Carex glauca `Blue Zinger`Blue Zinger Sedge 1.5`H x 1.5`W 1 GAL.POT PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 50 100 LANDSCAPE PLAN L2.1 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (CUT LESS Low Growing Turf) as defined by Ramy Turf Products. Seed Mixture (Shallow Rooted BMP Mix) as defined in current BWSR Seed Mix Catalog. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 4 inches of topsoil and seed all turf areas disturbed by construction beyond extents of landscape plan. Follow MNDOT Seeding Manual for planting instructions for establishment of seed mixes and provide coordination for required erosion prevention and sediment control. Edge planting beds with 5-inch, 1 8" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. Plants listed on this plant schedule are total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. See Details for depth of planting soil. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE CITY REQUIREMENTS City of Golden Valley Code (Sec 111-8): (1) tree per 50 l.f. of lot perimeter abutting or adjacent to streets, alleys, residential, or regional trails. (1) shrub or perennial per 5 l.f. of lot perimeter abutting or adjacent to streets, alleys, residential, or regional trails. 720 l.f. of perimeter Required Proposed Trees 15 56 Shrubs / Perennials 144 160 Tree replacement:(56) required replacement trees. See sheet C1.5 for calculations. LEGEND Sodded turf Seeded turf with Erosion Control Blanket. Seed with CUT LESS Low Growing Turf (Ramy Turf Products, or approved equal) at rate of 261 pounds per acre. Type MNDOT Category 4N-2S blanket. Seeded turf. Seed with CUT LESS Low Growing Turf (Ramy Turf Products, or approved equal) at rate of 261 pounds per acre. Infiltration Basin seed mix with Erosion Control Blanket. Seed with BWSR Shallow Rooted BMP Mix (or approved equal) at rate of 41.31 pounds per acre. Type MNDOT Category 4N-2S blanket. Rock mulch 4. 13. 14. (9) JUCM (2) ACSA (11) VINA (2) JUWI (21) CARB (9) JUCM (2) ACSA (11) VINA (18) CARB (2) JUWI SANT STS>>STS>>STS>>STS>>STS>>STS8" CIP8" CIP10 (TYP) 14 (TYP) 13 (TYP) 10 (TYP) 14 (TYP) L7.1 4 PERENNIAL PLANTING (TYP) L7.1 3 SHRUB PLANTING (TYP) L7.1 1 DECIDUOUS TREE PLANTING (TYP) DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACSA 4 Acer saccharum Sugar Cone Sugar Cone Sugar Maple 25`H x 12`W 2.5" Cal.B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER JUCM 18 Juniperus chinensis `Maneyi`Maney Juniper 5`H x 6`W 5 GAL.POT JUWI 4 Juniperus horizontalis `Wiltonii`Blue Rug Juniper 0.5`H x 7`W 3 GAL.POT VINA 22 Viburnum opulus `Nanum`Dwarf European Viburnum 2`H x 3`W 3 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CARB 39 Carex glauca `Blue Zinger`Blue Zinger Sedge 1.5`H x 1.5`W 1 GAL.POT (3) JUCM (2) JUWI (12) VINA (34) CARB (17) CARB (3) JUWI (6) VINAGASSTS>>STS >>STS >>STS>>STS>>HH ET 842.3 8" DIP8" DIPHH ET 842.3 8" DIP8" DIP10 (TYP) 14 (TYP) 14 (TYP) SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER JUCM 3 Juniperus chinensis `Maneyi`Maney Juniper 5`H x 6`W 5 GAL.POT JUWI 5 Juniperus horizontalis `Wiltonii`Blue Rug Juniper 0.5`H x 7`W 3 GAL.POT VINA 18 Viburnum opulus `Nanum`Dwarf European Viburnum 2`H x 3`W 3 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CARB 51 Carex glauca `Blue Zinger`Blue Zinger Sedge 1.5`H x 1.5`W 1 GAL.POT PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 20 40 ENLARGED LANDSCAPE PLAN L2.2 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (CUT LESS Low Growing Turf) as defined by Ramy Turf Products. Seed Mixture (Shallow Rooted BMP Mix) as defined in current BWSR Seed Mix Catalog. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 4 inches of topsoil and seed/sod all turf areas disturbed by Construction. Follow MNDOT Seeding Manual for planting instructions for establishment of seed mixes and provide coordination for required erosion prevention and sediment control. Edge planting beds with 5-inch, 1 8" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. Plants listed on this plant schedule are for this sheet only. See sheet L2.1 for total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. See Details for depth of planting soil. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. 15. 16. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH LEGEND Sodded turf Seeded turf with Erosion Control Blanket. Seed with CUT LESS Low Growing Turf (Ramy Turf Products, or approved equal) at rate of 261 pounds per acre. Type MNDOT Category 4N-2S blanket. Seeded turf. Seed with CUT LESS Low Growing Turf (Ramy Turf Products, or approved equal) at rate of 261 pounds per acre. Infiltration Basin seed mix with Erosion Control Blanket. Seed with BWSR Shallow Rooted BMP Mix (or approved equal) at rate of 41.31 pounds per acre. Type MNDOT Category 4N-2S blanket. Rock mulch PLANT SCHEDULE - SOUTH ENALRGED PLAN - NORTH1 ENALRGED PLAN - SOUTH2 10. 13. 14. SAN>SAN>SAN>ELECELECGASGASCOMMELEC GASCOMM T STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>TBX HH H YDST WV 839.32 WV 839.34 WV 839.36W WMH 839.78HYD WV 840.62 H YDWV 840.67 EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET8" DIP8" CIP2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIPBURRIED/UNDERWATER 15" RCP PIPE OUTLET INV= 833.24 15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL - GRAVEL - ST TBX HH H YDST WV 839.32 WV 839.34 WV 839.36W WMH 839.78HYD WV 840.62 H YDWV 840.67 EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET8" DIP8" CIP2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIPBURRIED/UNDERWATER 15" RCP PIPE OUTLET INV= 833.24 15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL - GRAVEL - ST PROPOSED BUILDING FFE = 843.25 (50,000 s.f.) NO PARKING NO PARKING W2 MH: 20'-2" W2 MH: 20'-2" W2 MH: 20'-2" W2 MH: 20'-2"W2 MH: 20'-2" W2 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2"W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" B MH: 25' B MH: 25' B MH: 25' A1 MH: 25' A1 MH: 25' A1 MH: 25' A1 MH: 25' A1 MH: 25' A2 MH: 25' A2 MH: 25' A2 MH: 25' C MH: 25' C MH: 25' C MH: 25' D MH: 25' D MH: 25' CALLOUT NAME QUANTITYSYMBOL MOUNTING MODEL HEIGHT T5 B T4 3 POLE MOUNTINGBUG RATING A1 5 POLE LINMORE LL - SL1 - LG - 300WD - 40K - T5 - UNV - G2 - GSB 25'B5-U0-G3 B2-U0-G3 C T3 3 POLE B2-U0-G3 D T2 2 POLE B3-U0-G2 25' 25' 25' LINMORE LL - SL1 - LG - 300WD - 40K - T4 - UNV - G2 - GSB LINMORE LL - SL1 - LG - 300WD - 40K - T3 - UNV - G2 - GSB LINMORE LL - SL1 - LG - 300WD - 40K - T2 - UNV - G2 - GSB W1 WALL 1 19 WALL B1-U0-G1 W2 WALL 2 6 WALL B0-U0-G1 20'-2" 20'-2" LITHONIA ARC 2- P4 - 40K - MVOLT T5-2A2 3 POLE LINMORE LL - SL1 - LG - 300WD - 40K - T5 - UNV - G2 - GSB 25'B5-U0-G3 LITHONIA ARC2 - P3 - 40K - MVOLT PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 50 100 PHOTOMETRICS L4.1 NOTES Coordinate with electrical contractor to provide conduits for site lighting. Contractor shall use specified lighting fixtures. Light pole base shall be designed and provided by others. Calculations based on Linmore and Lithonia lighting fixtures. Any substitutions need to meet city code requirements. City code requirements: maxium 0.5 foot candles at property line. Max 30' mounting height. Max 20 foot candles for auto dealership display areas. 1. 2. 3. 4. 5. PHOTOMETRIC SCHEDULE OVERALL FLOOR PLAN1SCALE:116" = 1'-0"230v - 20 AMPS100/230v90-140 PSI @ 5-10 CFMSE720 WASHER SE7XX ELECTRIC DRYER P136(JANITOR/SHOP SINK)F990F990F990E515 & E51755" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFFE515 & E51755" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFFF880F880F880G4064' X 6' GRAPHICTESLA SERVICE SIGNM602 E131 COFFEE MAKER E515 & E51855" TV - SURFACE MOUNTED W/ SWING ARM COFFEE BAR F105 F4 0 1 F401F401F401 F105 F4 0 1 F401F401F401 F843BABY CHANGING TABLEP148(FRAMELESS MIRROR) (CUSTOMER FAUCET)P150P149(CUSTOMER SINK)F843BABY CHANGING TABLEP148(FRAMELESS MIRROR) (CUSTOMER FAUCET)P150P149(CUSTOMER SINK)F305F 3 0 5F305 F305F105G4064' X 6' GRAPHIC F105 F4 0 1 F401F401F401 F 1 05 F4 0 1 F401F401F401F700CREDENZA SLIDING DOORF705LATERAL FILING CABINETSF303F303F101F101F303F303F305F 3 0 5F305 F305F105 E580M140M140M140M140M301M301M301M301 F32525.5" HEIGHTM301M301M301M301 F32525.5" HEIGHTM140M140M140M140M301M301M301M301 F32525.5" HEIGHTM301M301M301M301 F32525.5" HEIGHTF303F303F101F101F303F303F101F303F303EYEWASHSTATIONFLS9(FRAMED MIRROR) P117 P127(CUSTOMER SINK) P129(CUSTOMER FAUCET) (FRAMED MIRROR) P117 P127(CUSTOMER SINK) P129(CUSTOMER FAUCET)E110FULL SIZE FRIDGEE120MICROWAVEE131COFFEEMAKERP130BREAKROOM SINKP131BREAKROOMFAUCETF22436" BASE CABINETF22315" BASE CABINETF105 F4 0 1 F401F401F401F1 0 5 F401 F401F401F401 SWITCHGEARTRANSFORMERGANTRYLIFTTABLEESD FLOORMATGROUNDEDESD FLOORMATGROUNDEDVERIFY PWR REQ'SWHEEL BALANCER[JB B1200P]VERIFY PWR REQUIREMENTS 116-175 PSIAIR LINETIRE CHANGER[JB T7700]SE451SE450230 VAC50/60HZ230 VAC50/60HZF711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F853F854F854 F854F854F850 F855F855 M140M140M140M140M301M301M301M301F32525.5" HEIGHTM301M301M301M301F32525.5" HEIGHTF880F 1 05 F4 0 1 F401F401F401F105 F401 F401F401F401F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305TIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACK(FRAMED MIRROR)P117P127(CUSTOMER SINK)P129(CUSTOMER FAUCET)(FRAMED MIRROR)P117P127(CUSTOMER SINK)P129(CUSTOMER FAUCET)F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940E810VENDING MACHINEFOOD AND DRINKE810VENDING MACHINEFOOD AND DRINKP134(MOP SINK)PALLETJACKM101M101M301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM140M140M140M140M301M301M301M301F32525.5" HEIGHTM301M301M301M301F32525.5" HEIGHTM101 M101M301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTG8098' X 9' GRAPHICM140M140M140M140M301M301M301M301F32525.5" HEIGHTM301M301M301M301F32525.5" HEIGHTG809 8' X 9' GRAPHIC F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711 CABINET M202 5' DESK F305 F711 CABINET M202 5' DESK F305 F711 CABINET M202 5' DESK F305 F711 CABINET M202 5' DESK F305 F711 CABINET M202 5' DESK F305 F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKE551PRINTERF711CABINETM2025' DESKE551PRINTERSE-620 SE-621 6'-8" MOUNTING HEIGHT A.F.F MOOD-MEDIAAMPLIFIER E851 E850TIMECLOCKF800KEY DROP BOXS980- WIFI SIGNS953,S963-UNISEX RR WALLPLAQUE & DOOR PLAQUES811 - 7 14"H TESLA SERVICEWORD MARK (NON-ILLUM)S951,S961-WOMEN RRWALL PLAQUE & DOORPLAQUES952,S962-MEN RR WALLPLAQUE & DOOR PLAQUE24' (22' MIN. TWO WAY AISLE WIDTH)WORKBENCHWORKBENCHG8098 X 9 GRAPHICG8098 X 9 GRAPHICG8128 X 12 GRAPHICG8128 X 12 GRAPHICE52375" TOUCHSCREENM525WALL MOUNTM512WOOD FRAMEWORKBENCHWORKBENCHWORKBENCHWORKBENCHSOLARM906POWERM907WALL CONNECTORPOWERWALL15" SOLARTILE ASSY.SOLAR PANELASSY.REFRIGERANT DRYER COMPRESSOR 115v/1ph 10HP VERIFY PWR REQUIREMENTS SE5XXIRRIGATION BACKFLOWPREVENTER.FLOORSINK.DOUBLE CHECKBACKFLOW DETECTORASSEMBLY. DCDA (FIRE).TELEPHONE BOARDWALLHEATER.ABOVEHEATER DISCONNECT.T-STAT.REDUCED PRESSUREBACKFLOWPREVENTERWATER METERREMOTE READERLOCATIONROOF LADDERDC DC AIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADWORKBENCHWORKBENCHWORKBENCHWORKBENCHWORKBENCHWORKBENCHWORKBENCHT 250'-0"200'-0"A1.10OVERALLFLOOR PLANAS NOTEDSCALE:PROJECT NUMBER:DRAWING TITLEELECTRIC AUTO SALES & SERVICE650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422ISSUE / REVISIONSHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCnamapartnerscllArchitecture . Interior Design. Planning. Graphics2287 Pinto Trail, Elizabeth, COTel. 303.905.7567 F < :::; uJ z iii :::, (D _J < F z uJ 0 Li: z 0 (.) 0 z < >­er uJ ii: a. 0 er a. ci l;l;! er uJ (J) uJ er CITY CODE: CLASS 1 MATERIALS: BRICK. NATURAL STONE, GLASS, COPPER, PORCELAIN CLASS 2 MATERIALS: MASONRY. STUCCO. CONCRETE BLOCK. TEXTURED CONCRETE PANELS. ARTIFICIAL STONE, ARTIFICIAL STUCCO, CEMENT BOARD, PREFINISHED METAL. CAST-IN PLACE CONCRETE, CLASS 3 MATERIALS: UNFINISHED MATERALS, WOOD, GLASS BLOCK MATERIAL REQUIREMENTS: FRONT FACADE: (FACING RIGHT OF WAY) MINIMUM 50% CLASS 1, NO MORE THAN 10% CLASS 3. SIDE/REAR FACADE: MINIMUM 40%CL..ASS 1 EACH FACADE MUST UTILIZE A MINIMUM OF TWO TYPES OF CLASS 1 MATERIALS. MATERIALS PROVIDED: NORTH ELEVATION : CLASS 1 MATERIALS: 5,200 SF X .40 :=: 2,080 SF REQUIRED, 2,107 SF PROVIDED CLASS 1 MATERIALS: 40% CLA.SS 2 MATERIALS: 60% CLASS 3 MATERIALS: 0% WEST ELEVATION: CLASS 1 MATERIALS: (FACING STREET) 6,437 SF X .50 = 3,220 SF REQUIRED 3,828 SF PROVIDED CLASS 1 MATERIALS: 59% CLASS 2 M.ATERJALS: 41 % CLASS 3 MATERIALS: 0% LEGEND: PAINT: (COLORS BY BENJAMIN MOORE) 1111 PT"5, "TROUT GREY" SANDED FINISH c::::J PT-8, "BUN NEY GREY" SANDED FINISH METAL WALL PANEL: c=J MWP-8. COLOR: TO MATCH "BUN NEY GREY" WALL TILE: (BY DAL TILE) SOUTH ELEVATION: CLASS 1 MATERIALS'. (SIDE) 5,273 SF X .40 = 2. 1 09 SF REQUIRED 2.034 SF PROVIDED CLASS 1 MATERIALS'. 39% CLASS 2 MATERIALS: 61 % CLASS 3 MATERIALS'. 0% EAST ELEVATION: CLASS 1 MATERIALS: (REAR) 6,474 SF X .40 = 2,590 SF REQUIRED, 1,348 SF PROVlDED CLASS 1 MATERIALS: 21% CLASS 2 MATERIALS'. 79% CLASS 3 MATERIALS: 0% COPING / FLASHING: c=J TO MATCH ADJACENT COLOR DOORS: [:] TO MATCH ADJACENT COLOR VVT-1. TO MATCH CT-4. TH97 "TESLA GRAY MATTE'' 12x24 ..-., SECURITY CAMERA +, EXTERIOR WIRELESS ACCESS POINT WT-2. INDUSTRIAL PARK ''LIGHT GRAY" 6X24 BREAK METAL ACCENT: Cl LIGHT FIXTURE $ T.O. PARAPET ELEV: 26'-0" STEEL POSTS. MATCH PT-5 "TROUT GREY". STEEL GATES � STEEL POSTS. MATCH PT-5 "TROUT GREY". STEEL GATES PAINTED CMU BLOCK PT-5, "TROUT GREY." COPING. TO MATCH PT-5 "TROUT GREY". PT-5 "TROUT GREY" COPING. TO MAT PT-5 "TROUT GR PT-5 ''TROUT GREY'' REAR ELEVATION 0 SIDE ELEVATION 0 FRONT ELEVATION 0TIRE ENCLOSURE SCALE: 3/32" = 1 '-0" COPING. TO MATCH COPING. TO MATCH PT-5. '.!..T-RGld:r-GRE¥,j'i,,' ------------cl��,PT-8, "BOKINY GREY." PAINTED TILT-UP CONCRETE PT-5, '"'£ROUT GREY.'' PAINTED TILT-UP CONCRETE PT-6, ''BUNNY GREY." ,:, T.O. P AR APET "°ELEV: 30'-0" TO.CAP ELEV: 6'-8" i;'.!NlSl=f-GRADE ELEV: 0'-0" REAR ELEVATION 0 SIDE ELEVATION 0 1-2:X: 18 :fl!:£. T-0 MA'.;f-GH------��������-----------o;::::-.,,,2,,xi'1lia�TTIIIILSE�. T'noniiM:CAicTr<C'IH�--CT-4, DAL TILE TH97 "TESLA COPING, TO MATCH CT-4, DAL TILE THg7 "TESLA GRAY GRAY MATTE'' PT-8. ''BUNNY GREY." MATTE'' COPING, TO MATCH PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY." PT-B, "BUNNY GREY." <) T.O. PARAPET l::Jll' ELEV: 28'-0" □ COPING. TO MATCH PT-5. "TROUT GREY.'' FRONT ELEVATION 0TRASH ENCLOSURE COPING, TO MATCH PT:S, "BONNY GREY." PAINTED TILT-UP CONCRETE PT-8, "BUNNY GREY." SCALE: 3/32" = 1 '-0" PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY." 1111 TO MATCH PT-1, ''NEON RED" STOREFRONT# 1: PARTIAL VISION OVERHEAD DOOR METAL . MATCH PT-1. "NEON RED". II SF-1 CLEAR AN0D1ZED#14 (KAWNEER)WITH L__J CLEAR GLAZING STOREFRONT #2: SF-2 CLEAR ANODIZED #14 (KAWNEER) WITH D SPANDREI= Gl=kl:ING. 160�0PA61-60A'.;f-300--------------------0-1 06 PRIMARY WHITE $ T.O. PARAPET ELEV: 26'-0'' $TO PAR APET ELEV: 26'-0" COPING. TO MATCH PT-8, "BUNNY GREY." PAINTED TILT-UP CONCRETE PT-5 "TROUT GREY " CO�ING TO MATC . 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PAINTED TILT-UP CONCRETE PT-8, "BUNNY GREY." PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY." DOWNSPOUTS/OVERFLOW, COPING. TO MATCH MATCH PT-5, "TROUT GREY". PT-8.' □ PARTIAL VISION OVERHEAD DOOR MWP-8, METAL PANELS TO MATCH "BUNNY GREY". COPING, TO MATCH PT-8. "BUNNY GREY." COPING, TO MATCH PT-8, "BUNNY GREY." PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY.'' COPING, TO MATCH PT-5, "TROUT GREY." METAL . MATCH PT-1, "NEON RED". REAR ELEV ATION (NOR TH) SCALE: 3/32" � 1 '-0" PAINTED TILT-UP CONCRETE "TROUT GREY." COPING, TO MATCH PT-5. "TROUT GREY." "NEON RED". SIDE ELEVATION (WEST) SCALE: 3/32" = 1 '-0" PAINTED TILT-UP CONCRETE PT-5. "TROUT GREY."---� PAINTED TILT-UP CONCRETE PT-8, "BUNNY GREY." COPING. TO MATCH PT-8, "BUNNY GREY." SIDE ELEVATION (EAST) SCALE: 3/32" = 1 '-0" PAINTED TILT-UP CONCRETE PT-5. "TROUT GREY." COPING, TO MATCH PT-5, "TROUT GREY." FRONT ELEVATION (SOUTH) SCALE: 3/32" = 1 '-0" 4 2 ��nama ll r-' Rartners lie Architecture . Interior Design. Planning. Graphics 2287 Pinto Trail, Elizabeth, CO Tel. 303.905.7567 496 S. BROADWAY DENVER, CO 80209 TEL 303.825.6200 WWW.DRAKERES.COM ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 DRAWING TITLE EXTERIOR ELEVATIONS AS NOTED A4. 11 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer MEMORANDUM TO: Jeff Oliver, PE – City Engineer City of Golden Valley FROM: Leo Johnson, EIT Erin Jordan, PE DATE: October 12, 2022 RE: Car Dealership Traffic Impact Study SEH No. GOLDV 169195 14.00 PROPOSED DEVELOPMENT AND PURPOSE The City of Golden Valley is reviewing an application by for redevelopment of 650 Ottawa Avenue North, located north of Trunk Highway (TH) 55 near Schaper Road (see Figure 1 for Project Location). The site currently includes a vacant building of approximately 60,000 square feet (SF) that was previously occupied by States Manufacturing Corporation. The proposed development will redevelop this parcel and construct a 50,000 SF Automobile Dealership with a planned year of opening of 2023. The site plan includes two accesses on Ottawa Avenue for the development, with one access located on the east approach of the existing Schaper Road at Ottawa Avenue intersection and one access located approximately 460 feet north of Schaper Road. See Figure 2 for the Conceptual Site Plan. The City has expressed concerns with the safety and operations of the surrounding intersections with Schaper Road and TH 55, especially since Schaper Road provides access to other businesses, residential land uses, and access to Schaper Park. Specifically, the neighboring parcel bordering the proposed development to the east includes the Room and Board Outlet store, which operates 10:00 AM to 4:00 PM on Saturdays only. Room and Board sells scratch and dent furniture at discounts on a first come first serve basis, leading to a spike in traffic around the opening hour of the store on Saturdays. Due to concerns expressed about the Saturday traffic, this study analyzes the weekday peak hours and a Saturday weekend peak hour. This technical memorandum provides a summary of the findings related to the Traffic Impact Study (TIS) required by the City to assess the existing and future traffic demands on the local street network and identify operational or safety issues that may arise from the traffic generated by the proposed land use. EXISTING CONDITIONS TH 55 (Floyd B. Olson Memorial Highway) is an east-west, 4-lane, divided, principal arterial roadway through the project area. The posted speed limit on TH 55 is 50 mph. In the project area, TH 55 carries approximately 27,500 vehicles per day (vpd) based upon 2016 Annual Average Daily Traffic (AADT) information obtained from the Minnesota Department of Transportation’s (MnDOT) Traffic Mapping Application. Schaper Road is a 2-lane local roadway that provides access to Olson Memorial Hwy Frontage Road and Ottawa Avenue from TH 55. Schaper Road intersects at a signalized intersection with TH 55 and provides Memorandum October 12, 2022 Page 2 local access to Schaper Park on its north side as well as an assisted living facility and office building on its south side. The posted speed limit on Schaper Road is 30 MPH. Olson Memorial Hwy Frontage Road (Frontage Road) is a 2-lane east-west local roadway that provides access to a commercial area on Lilac Drive to the west of the study area. The Olson Memorial Hwy Frontage Road intersects with Schaper Road at a T-intersection approximately 250 north of the TH 55 at Schaper Road signalized intersection. The posted speed limit on Olson Memorial Hwy Frontage Road is 30 MPH. Ottawa Avenue is a 2-lane north-south local roadway that provides access to a small residential neighborhood to the north and a commercial area to the east which includes the proposed development site as well as the Room and Board Outlet store. The posted speed limit on Olson Memorial Hwy Frontage Road is 30 MPH. Figure 1 displays the project area, including the location of the three (3) study intersections:  TH 55 at Schaper Road (Signalized Intersection)  Schaper Road at Olson Memorial Hwy Frontage Road (Minor Street Stop Control)  Schaper Road at Ottawa Avenue (Minor Street Stop Control) Figure 2 shows the existing conditions at the study intersections. Project Location !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac DrKillarney DrRoom andBoard Outlet 1 2 3 Project GOLDV 169195 Figure 1Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 1 - Project Location.mxdI Site Location Study IntersectionsX Existing Conditions !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 2Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 2 - Existing Conditions.mxdI !"$Schaper Rd Ottawa Ave3 O =>PèéTH 55 Schaper Rd1 ³>=³³>=³O=O.M, Hwy Frontage Rd Schaper Rd2 !"$OPOPOPOP Driveway O= 123< 1238 Site Location Intersection GeometricsOP !"$Minor Street Stop Control Intersection IDX èé Signalized Intersection Memorandum October 12, 2022 Page 5 Figure 3 shows the current site development plan for the proposed car dealership. Figure 3 – Site Development Plan EXISTING TRAFFIC VOLUMES 13-hour (6 AM to 7 PM) vehicle turning movement counts were collected at the three study intersections on a Thursday and Saturday:  TH 55 at Schaper Road1  Schaper Road at Olson Memorial Hwy Frontage Road1  Schaper Road at Ottawa Avenue2 Based on the existing turning movement counts, the weekday AM peak hour was determined to be from 7:45 to 8:45 AM and the weekday PM peak hour was determined to be from 4:30 to 5:30 PM. The Saturday peak hour was determined to be 10:15 to 11:15 AM. Figure 4 summarizes the 2022 existing peak hour turning movement counts. The 2022 turning movement counts are shown in Appendix A. 1 Turning movement counts collected Thursday, August 25, 2022 and Saturday, August 27, 2022 2 Turning movement counts collected Thursday, September 8, 2022 and Saturday, September 10, 2022 2022 Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 4Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 4 - 2022 Traffic Volumes.mxdI èéTH 55 Schaper Rd1 26 / (25) / [42]382 / (886) / [349]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]51 / (154) / [288]7 / (20) / [10]18 / (65) / [79]132 / (83) / [216]1319 / (1571) / [418]35 / (19) / [11]³>=³>= ³>=³>=!"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]82 / (44) / [215]1 / (0) / [2]3 / (5) / [7]19 / (106) / [310]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 4 / (58) / [303]0 / (3) / [0]9 / (15) / [7]0 / (2) / [0]6 / (9) / [4]56 / (6) / [189]>=³>³=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location Memorandum October 12, 2022 Page 7 VIDEO AND QUEUEING OBSERVATIONS This study included a review of the video cameras set at the TH 55 at Schaper Road intersection during the peak periods to identify existing operational issues, including eastbound left-turn queues on TH 55, the southbound queues on Schaper Road, and the interaction with movements to and from the Frontage Road. The following summarizes these observations, including the approximate average queue length and maximum queue lengths seen in each of the three peak hours (AM, PM, Saturday). TH 55 at Schaper Road: Eastbound Left Queues  AM Peak Hour:  Average queue length was approximately 100 feet (4 vehicles).  Maximum queue length was approximately 200 feet (8 vehicles).  No blocking occurred of the left turn or through lanes.  Queues appear to clear the intersection in a single cycle length.  No safety hazards were observed. Figure 5 – Eastbound Left AM Maximum Queue Note: 2 additional vehicles queued outside of camera frame closest to intersection. Memorandum October 12, 2022 Page 8  PM Peak Hour:  Average queue length was approximately 100-150 feet (4-6 vehicles).  Maximum queue length was approximately 260 feet (7 vehicles), including one semi-truck.  No blocking occurred of the left turn or through lanes.  Queues appear to clear the intersection in a single cycle length.  No safety hazards were observed. Figure 6 – Eastbound Left PM Maximum Queue Note: 2 additional vehicles queued outside of camera frame closest to intersection.  Saturday Peak Hour (10:15 to 11:15 AM):  Average queue length was approximately 120-150 feet (5-6 vehicles).  Maximum queue length was a rolling 14-vehicle queue and was approximately 305 feet in length.  Typically, at least 7 vehicles can clear the intersection each cycle. When queues exceed 7 vehicles, approximately 1 to 2 vehicles do not clear the intersection during a single cycle length. During the 14-vehicle maximum observed queue, 12 vehicles cleared the intersection.  No blocking occurred of the left turn or through lanes.  It was observed that at the end of a protected eastbound left phase, a pick-up truck entered the intersection just after the arrow turned red followed by an eastbound left motorcycle that passed around a compliant/stopped vehicle to run the red arrow. Due to the queues not clearing the intersection, there is pressure for vehicles to enter the intersection during yellow and all-red phases. This safety concern could be addressed by allowing additional green time for the eastbound left turning movements during the Saturday peak hour. Figure 8 shows an eastbound left safety concern. Memorandum October 12, 2022 Page 9 Figure 7 – Eastbound Left Saturday Maximum Queue Note: The queue was a rolling queue and reached max length after the arrow turned green. Figure 8 – TH 55 at Schaper Road - Eastbound Left Safety Concern Memorandum October 12, 2022 Page 10 TH 55 at Schaper Road: Southbound Queues  AM Peak Hour  Average queue length was approximately 20-25 feet (1 vehicle).  Maximum queue length was approximately 110 feet (5 vehicles).  No queue blocking occurred.  All queued vehicles clear the intersection.  No safety hazards were observed. Figure 9 – Southbound AM Maximum Queue  PM Peak Hour  Average queue length was approximately 3-4 vehicles.  Maximum queue length was approximately 180 feet in length (6 vehicles), including one metro mobility bus.  No queue blocking occurred.  All queued vehicles clear the intersection.  No safety hazards were observed. Figure 10 – Southbound PM Maximum Queue Memorandum October 12, 2022 Page 11  Saturday Peak Hour  Average queue length was approximately 50-75 feet (2-3 vehicles).  The maximum queue length was 5 vehicles and was approximately 140 feet in length.  No queue blocking occurred.  All queued vehicles clear the intersection.  The only safety hazard seen was one runner who was seen crossing the south leg of the intersection rather than at the north leg crosswalk. Figure 11 – Southbound Saturday Maximum Queue Memorandum October 12, 2022 Page 12 FORECASTED TRAFFIC Forecasted Background Traffic A traffic forecasting analysis was performed to determine the linear annual growth rate and background traffic for TH 55 in the 2023 build year and 2033 design year. Historical AADT volumes were obtained from MnDOT’s Traffic Mapping Application. The most recent MnDOT AADT on TH 55 west of Schaper Road was from 2016 (27,500 vpd). 2022 average daily traffic (ADT) was estimated based on 24-hour MnDOT data that suggests that generally 81% of daily traffic occurs between 6 AM and 7 PM. This factor was used to estimate TH 55’s 2022 ADT (23,600 vpd). The historical AADT analysis found a linear annual growth rate of -0.4%. Additionally, the Golden Valley 2040 Comprehensive Plan was reviewed to compare growth rate estimates for the study area on TH 55. The Comprehensive Plan contains estimated 2040 volumes for the major roadways in Golden Valley. Based on the projected and existing volumes detailed in the 2040 plan, TH 55 has a growth rate of approximately 0.1%. As a conservative approach, a background growth rate of 0.5% was used for traffic on TH 55 in this analysis. Schaper Road, Olson Memorial Hwy Frontage Road, and Ottawa Avenue are expected to experience nominal growth in the next ten years since the surrounding area is built-out and any growth is assumed to generate from the proposed automobile dealership development. Therefore, no growth rate was applied to these roadways. Figure 12 shows the 2023 Background Traffic Volumes; Figure 13 shows the 2033 Background Traffic Volumes. 2023 Background Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 12Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 12 - 2023 Background Traffic Volumes.mxdI !"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]82 / (44) / [215]1 / (0) / [2]3 / (5) / [7]19 / (106) / [310]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 4 / (58) / [303]0 / (3) / [0]9 / (15) / [7]0 / (2) / [0]6 / (9) / [4]56 / (6) / [189]>=³>³=èéTH 55 Schaper Rd1 26 / (25) / [42]384 / (890) / [351]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]51 / (154) / [288]7 / (20) / [10]18 / (65) / [79]132 / (83) / [216]1326 / (1579) / [420]35 / (19) / [11]³>=³>= ³>=³>=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location 2033 Background Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 13Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 13 - 2033 Background Traffic Volumes.mxdI !"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]82 / (44) / [215]1 / (0) / [2]3 / (5) / [7]19 / (106) / [310]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 4 / (58) / [303]0 / (3) / [0]9 / (15) / [7]0 / (2) / [0]6 / (9) / [4]56 / (6) / [189]>=³>³=èéTH 55 Schaper Rd1 26 / (25) / [42]403 / (935) / [368]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]51 / (154) / [288]7 / (20) / [10]18 / (65) / [79]132 / (83) / [216]1392 / (1657) / [441]35 / (19) / [11]³>=³>= ³>=³>=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location Memorandum October 12, 2022 Page 15 Trip Generation The Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition, was used to estimate the trip generation for the automobile dealership. ITE Land Use Code 840 – Automobile Sales (New) was used to generate trips for the development. Table 1 summarizes the estimated weekday new trips for the development based on the weekday peak hours of the adjacent street. Table 1 – Weekday Trip Generation ITE Land Use KSF Daily Trips AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Auto Dealership (New) 50 1,392 68 25 93 48 73 121 Table 2 summarizes the estimated Saturday new trips for the development. ITE provides data on the Peak Hour of Generator, which is the peak hour of trip generation for the land use unrelated to the outside roadway network. The Saturday analysis will assume that the peak hour of generator is the same as the existing Saturday peak hour (10:15 – 11:15 AM) based on the 2022 traffic data. Table 2 – Saturday Trip Generation ITE Land Use KSF Daily Trips Peak Hour of Generator Enter Exit Total Auto Dealership (New) 50 2,612 101 100 201 It should be noted that the ITE Trip Generation Manual data is based on traditional car dealership sites, and is assumed to be a conservative approach when analyzing the build traffic operations. Trip Distribution Using the 2022 traffic data, existing roadway network, and the development’s site plan, the new trips were distributed and assigned to the study intersections. The following trip distribution percentages were applied to the new trips at the TH 55 at Schaper Road intersection:  75% to/from the west on TH 55  25% to/from the east on TH 55 The following trip distribution percentages were applied at the two site driveways:  75% to/from the south driveway (east leg of the Schaper Road at Ottawa Avenue intersection)  25% to/from the north driveway on Ottawa Avenue. It should be noted that the north driveway was not included as a study intersection. Ottawa Avenue north of Schaper Road only serves the 17 homes to the north on Killarney Drive and the north site driveway. There are not expected to be any operational concerns with such low volumes. The north driveway is expected to be the less used of the two driveways as the south driveway is very easily accessible from Schaper Road as it will become the east leg of the Schaper Road at Ottawa Avenue intersection. Memorandum October 12, 2022 Page 16 Build Traffic Conditions The 2023 Build Scenario includes the development trip traffic combined with the 2023 background traffic. This scenario represents traffic conditions during the year of opening of the car dealership. Figure 14 shows the 2023 Build Traffic Volumes. The 2033 Build Scenario includes the development trip traffic combined with the 2033 background traffic. This scenario represents a horizon year ten years after the opening of the car dealership. Figure 15 shows the 2033 Build Traffic Volumes. 2023 Build Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 14Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 14 - 2023 Build Traffic Volumes.mxdI èéTH 55 Schaper Rd1 43 / (37) / [67]384 / (890) / [351]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]70 / (209) / [363]7 / (20) / [10]24 / (83) / [104]183 / (119) / [292]1326 / (1579) / [420]35 / (19) / [11]³>=³>= ³>=³>=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location !"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]150 / (92) / [316]1 / (0) / [2]3 / (5) / [7]44 / (179) / [410]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 0 / (0) / [0]19 / (55) / [75]1 / (7) / [0]4 / (58) / [303]0 / (3) / [0]0 / (0) / [0]15 / (33) / [32]0 / (2) / [0]0 / (0) / [0]23 / (21) / [29]51 / (36) / [76]56 / (6) / [189]³>=³>= ³>=³>= 2033 Build Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 15Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 15 - 2033 Build Traffic Volumes.mxdI èéTH 55 Schaper Rd1 43 / (37) / [67]403 / (935) / [368]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]70 / (209) / [363]7 / (20) / [10]24 / (83) / [104]183 / (119) / [292]1392 / (1657) / [441]35 / (19) / [11]³>=³>= ³>=³>=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location !"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]150 / (92) / [316]1 / (0) / [2]3 / (5) / [7]44 / (179) / [410]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 0 / (0) / [0]19 / (55) / [75]1 / (7) / [0]4 / (58) / [303]0 / (3) / [0]0 / (0) / [0]15 / (33) / [32]0 / (2) / [0]0 / (0) / [0]23 / (21) / [29]51 / (36) / [76]56 / (6) / [189]³>=³>= ³>=³>= Memorandum October 12, 2022 Page 19 TRAFFIC OPERATIONAL ANALYSIS Traffic operations analyses were conducted to determine the level of service (LOS) and delay information for the weekday AM and PM peak hours and the Saturday peak hour at the study intersections. LOS is a qualitative rating system used to describe the efficiency of traffic operations at an intersection and is based on the average control delay in seconds per vehicle. Six LOS are defined, designated by letters A through F. LOS A represents free flow conditions and LOS F represents the most congested conditions. For this project, LOS D or better represents acceptable traffic operations for all movements, approaches, and intersections. Table 3 shows the LOS thresholds for signalized and unsignalized intersections. Table 3 – Level of Service Thresholds Level of Service Average Control Delay (sec/veh) Signalized Intersection Unsignalized (Stop or Roundabout) Intersection A 0 to 10 0 to 10 B > 10 and ≤ 20 > 10 and ≤ 15 C > 20 and ≤ 35 > 15 and ≤ 25 D > 35 and ≤ 55 > 25 and ≤ 35 E > 55 and ≤ 80 > 35 and ≤ 50 F > 80 > 50 Traffic operations analyses were performed using Synchro/SimTraffic (Version 11) software at the five study intersections for the following scenarios:  2022 Existing Conditions  2023 No Build Conditions  2023 Build Conditions  2033 No Build Conditions  2033 Build Conditions Measures of Effectiveness (MOE) tables for each analysis scenario are provided in the appendix. 2022 Existing Conditions The 2022 existing traffic represents the existing conditions and geometrics of the network. This analysis was conducted to set a baseline of traffic operations for the intersections. Table 4 shows a summary of the intersection operations analysis for the 2022 existing traffic. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B1 and B6. Memorandum October 12, 2022 Page 20 Table 4 – 2022 Existing Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 63.5 / E 3.6 / A 0.6 / A 8.6 / A 11.0 / B WB 105.1 / F 11.6 / B 2.4 / A 12.1 / B NB 98.7 / F 89.0 / F 9.7 / A 57.8 / E SB 105.7 / F 82.6 / F 1.3 / A 31.1 / C Schaper Rd at O.M. Hwy Frontage Rd EB 5.4 / A 4.5 / A 2.6 / A 2.8 / A 2.0 / A WB 7.2 / A 0.0 / A 0.0 / A 7.2 / A NB 2.3 / A 1.8 / A 1.2 / A 2.0 / A SB 0.0 / A 0.1 / A 0.0 / A 0.1 / A Ottawa Ave at Schaper Rd EB 4.7 / A 3.3 / A 3.3 / A 2.8 / A WB NB 1.8 / A 0.0 / A 1.8 / A SB 0.0 / A 0.0 / A 0.0 / A PM TH 55 at Schaper Rd (Signal) EB 96.5 / F 9.3 / A 0.9 / A 13.1 / B 14.3 / B WB 103.2 / F 7.6 / A 1.9 / A 8.8 / A NB 89.9 / F 94.4 / F 15.2 / B 61.8 / E SB 95.8 / F 91.9 / F 1.6 / A 33.7 / C Schaper Rd at O.M. Hwy Frontage Rd EB 5.8 / A 0.0 / A 3.5 / A 3.6 / A 2.3 / A WB 5.6 / A 0.0 / A 0.0 / A 5.6 / A NB 2.9 / A 2.0 / A 0.0 / A 2.5 / A SB 0.0 / A 0.3 / A 0.1 / A 0.3 / A Ottawa Ave at Schaper Rd EB 4.4 / A 2.8 / A 3.7 / A 1.9 / A WB NB 2.0 / A 1.1 / A 2.0 / A SB 0.1 / A 0.1 / A 0.1 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 40.5 / D 3.4 / A 0.5 / A 15.5 / B 13.2 / B WB 56.9 / E 11.4 / B 3.1 / A 11.0 / B NB 43.9 / D 41.1 / D 4.3 / A 28.5 / C SB 42.1 / D 29.9 / C 1.9 / A 11.2 / B Schaper Rd at O.M. Hwy Frontage Rd EB 7.2 / A 0.0 / A 3.7 / A 4.0 / A 1.5 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 3.5 / A 1.9 / A 1.2 / A 2.2 / A SB 0.0 / A 0.4 / A 0.1 / A 0.4 / A Ottawa Ave at Schaper Rd EB 10.5 / B 5.0 / A 5.1 / A 3.5 / A WB NB 2.6 / A 0.0 / A 2.6 / A SB 0.0 / A 0.1 / A 0.1 / A The intersections of Schaper Road at Olson Memorial Hwy Frontage Road and Schaper Road at Ottawa Avenue both operate acceptably at LOS A for all approaches and turning movements in all three peak hours. TH 55 at Schaper Road operates with acceptable overall intersection delay, with LOS B in all three peak hour scenarios. However, the intersection operates with a maximum cycle length of 220 seconds in both the weekday AM and PM peak hours, leading to long delays for the minor street approaches and protected left turns which is causing the LOS F for those movements. The weekend peak hour operates with a max cycle length of 100 seconds and sees lower delays for the minor street and left turns. From the video observations of the eastbound left queueing behavior during the Saturday peak hour, it was observed that occasionally 1-2 vehicles in the eastbound left queue do not clear the intersection in a single cycle. Memorandum October 12, 2022 Page 21 Existing TH 55 at Schaper Road Queue Length Summary The City of Golden Valley requested a review of queue lengths at TH 55 at Schaper road, specifically the eastbound left and southbound through-left lanes.  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 250 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 90 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 90 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 220 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 200 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 105 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 245 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 135 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 30 feet is accommodated by the available 30 feet of storage length. 2023 No Build Conditions The 2023 background traffic analysis reviews the existing conditions, geometrics, and control of the network with the 2023 forecasted background traffic volumes. Table 5 shows a summary of the intersection operations analysis under the 2023 No Build conditions. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B2 and B7. Memorandum October 12, 2022 Page 22 Table 5 – 2023 No Build Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 63.8 / E 3.7 / A 0.6 / A 8.6 / A 11.2 / B WB 125.6 / F 11.4 / B 2.3 / A 12.4 / B NB 99.7 / F 93.3 / F 9.3 / A 59.1 / E SB 104.6 / F 79.0 / E 1.2 / A 32.3 / C Schaper Rd at O.M. Hwy Frontage Rd EB 5.4 / A 8.3 / A 2.6 / A 2.9 / A 2.1 / A WB 6.4 / A 0.0 / A 0.0 / A 6.4 / A NB 2.3 / A 1.9 / A 1.0 / A 2.1 / A SB 0.0 / A 0.1 / A 0.0 / A 0.1 / A Ottawa Ave at Schaper Rd EB 5.5 / A 3.3 / A 3.3 / A 2.8 / A WB NB 1.7 / A 0.0 / A 1.7 / A SB 0.0 / A 0.0 / A 0.0 / A PM TH 55 at Schaper Rd (Signal) EB 100.5 / F 9.4 / A 0.8 / A 13.7 / B 14.9 / B WB 100.3 / F 8.0 / A 1.7 / A 9.2 / A NB 92.1 / F 86.4 / F 15.6 / B 60.1 / E SB 96.6 / F 91.3 / F 1.6 / A 35.1 / D Schaper Rd at O.M. Hwy Frontage Rd EB 8.4 / A 0.0 / A 4.0 / A 4.1 / A 2.6 / A WB 5.3 / A 0.0 / A 0.0 / A 5.3 / A NB 2.9 / A 2.2 / A 0.0 / A 2.6 / A SB 0.0 / A 0.6 / A 0.1 / A 0.6 / A Ottawa Ave at Schaper Rd EB 4.7 / A 2.5 / A 3.7 / A 1.8 / A WB NB 2.0 / A 0.8 / A 1.9 / A SB 0.3 / A 0.1 / A 0.1 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 41.2 / D 3.4 / A 0.5 / A 15.8 / B 13.3 / B WB 47.8 / D 11.2 / B 3.3 / A 10.7 / B NB 41.3 / D 42.1 / D 4.3 / A 26.8 / C SB 42.5 / D 34.1 / C 1.9 / A 11.3 / B Schaper Rd at O.M. Hwy Frontage Rd EB 6.4 / A 0.0 / A 3.7 / A 4.0 / A 1.5 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 3.5 / A 1.9 / A 1.4 / A 2.2 / A SB 0.0 / A 0.4 / A 0.1 / A 0.4 / A Ottawa Ave at Schaper Rd EB 8.3 / A 5.0 / A 5.1 / A 3.5 / A WB NB 2.6 / A 0.0 / A 2.6 / A SB 0.0 / A 0.1 / A 0.1 / A The 2023 No Build traffic operations are comparable to the 2022 Existing conditions. In this scenario, background traffic is only added to the TH 55 through movements, so the intersections of Schaper Road at Olson Memorial Hwy Frontage Road and Schaper Road at Ottawa Avenue will operate nearly identically to the Existing scenario. TH 55 at Schaper Road operates similarly to the Existing scenario with only nominal additional intersection delay of less than one second. The low volume left and minor street through movements have some randomness to their delay times due to low sample size, which leads in some cases jumps in delay or for the Existing scenario to have worse individual turning movement delays compared to the 2023 No Build Scenario. From the video observations of the existing eastbound left queueing behavior during the Saturday peak hour, it was observed that occasionally not all of the eastbound left queue clears the intersection in a single cycle. This eastbound left queue behavior was also observed in the No Build 2023 SimTraffic Saturday scenario. In one case in the No Build 2023 PM SimTraffic scenario, a northbound through Memorandum October 12, 2022 Page 23 vehicle prevented the free flow of permitted southbound left turning vehicles, leading to only 7 of 9 southbound left vehicles clearing the intersection before the light changed. No Build 2023 - TH 55 at Schaper Road Queue Length Summary  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 220 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 95 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 90 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 210 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 200 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 115 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 245 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 140 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 30 feet is accommodated by the available 30 feet of storage length. Overall, eastbound left and southbound left queues stay within the available storage for all 2023 No Build scenarios. 2023 Build Conditions The 2023 Build scenario analyzes the 2023 Build traffic, which includes the 2023 background traffic and expected traffic for proposed automobile dealership. The development trips were assigned to the network based on the trip generation and trip distribution for each intersection. Under this scenario no intersection geometric, control type, or signal timing changes were made. Table 6 shows a summary of the intersection operations analysis under the 2023 Build conditions. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B3 and B8. Memorandum October 12, 2022 Page 24 Table 6 – 2023 Build Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 66.2 / E 3.8 / A 0.5 / A 10.7 / B 12.7 / B WB 94.4 / F 12.3 / B 3.1 / A 12.1 / B NB 103.5 / F 98.9 / F 9.1 / A 56.6 / E SB 106.8 / F 64.5 / E 1.3 / A 30.8 / C Schaper Rd at O.M. Hwy Frontage Rd EB 5.7 / A 0.0 / A 2.6 / A 2.8 / A 1.9 / A WB 3.7 / A 0.0 / A 0.0 / A 3.7 / A NB 2.5 / A 1.9 / A 1.4 / A 2.1 / A SB 0.0 / A 0.2 / A 0.0 / A 0.2 / A Ottawa Ave at Schaper Rd/South Driveway EB 5.1 / A 6.3 / A 4.3 / A 5.3 / A 4.9 / A WB 0.0 / A 5.8 / A 0.0 / A 5.8 / A NB 1.8 / A 0.0 / A 0.0 / A 1.8 / A SB 0.0 / A 0.0 / A 0.1 / A 0.1 / A PM TH 55 at Schaper Rd (Signal) EB 107.7 / F 10.5 / B 1.0 / A 17.0 / B 17.3 / B WB 100.8 / F 9.8 / A 2.2 / A 10.9 / B NB 92.5 / F 85.6 / F 15.7 / B 59.7 / E SB 93.6 / F 69.6 / E 1.7 / A 31.3 / C Schaper Rd at O.M. Hwy Frontage Rd EB 10.5 / B 0.0 / A 4.1 / A 4.3 / A 2.4 / A WB 7.1 / A 0.0 / A 0.0 / A 7.1 / A NB 3.4 / A 2.6 / A 0.0 / A 2.9 / A SB 0.0 / A 0.5 / A 0.4 / A 0.5 / A Ottawa Ave at Schaper Rd/South Driveway EB 5.3 / A 5.4 / A 3.8 / A 5.2 / A 3.8 / A WB 0.0 / A 6.2 / A 0.0 / A 6.2 / A NB 2.1 / A 0.4 / A 0.0 / A 2.0 / A SB 0.0 / A 0.4 / A 0.1 / A 0.1 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 65.9 / E 4.4 / A 0.8 / A 29.0 / C 19.3 / B WB 51.1 / D 12.0 / B 4.8 / A 11.4 / B NB 31.9 / C 47.9 / D 3.7 / A 26.8 / C SB 43.4 / D 26.4 / C 2.0 / A 10.9 / B Schaper Rd at O.M. Hwy Frontage Rd EB 12.0 / B 0.0 / A 4.4 / A 5.1 / A 1.8 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 4.3 / A 2.4 / A 1.3 / A 2.6 / A SB 0.0 / A 0.5 / A 0.1 / A 0.5 / A Ottawa Ave at Schaper Rd/South Driveway EB 11.7 / B 11.8 / B 8.0 / A 9.4 / A 6.0 / A WB 0.0 / A 7.5 / A 0.0 / A 7.5 / A NB 2.8 / A 0.0 / A 0.0 / A 2.8 / A SB 0.0 / A 0.0 / A 0.2 / A 0.2 / A The intersection of Schaper Road at Olson Memorial Hwy Frontage Road operates similarly to the No Build scenario, with only free movement northbound through and southbound through vehicles added from development trips. Nominal delay is added to the minor street approaches. Schaper Road at Ottawa Avenue continue to operate at LOS A overall with the addition of the development traffic and the site driveway as the new east leg of the intersection. The site driveway approach operates at LOS A for exiting vehicles. Entering vehicles operate at LOS A in the weekday scenarios and LOS B in the Saturday scenario. Maximum eastbound queues at Schaper Road at Ottawa Avenue increase from 100 feet to 180 feet during the Saturday peak hour. The eastbound queues are accommodated by Schaper Road but will spill back past the east access point of Schaper Park and the corresponding east commercial access point. Both access points are part of a pair of access points and would be low volume. This is unlikely to cause problems as the spillback is limited to the peak hour on Saturdays. Memorandum October 12, 2022 Page 25 Overall, the TH 55 at Schaper Road intersection is comparable to the operations experienced in the No Build scenario. The intersection sees nominal increases in delay of around 2 seconds per vehicle in the AM and PM peak hours compared to the No Build scenario. Eastbound left turn and southbound left turns see increases in delay from the development volumes of 2-7 seconds per vehicle. The low volume left and minor street through movements have some randomness to their delay times due to low sample size, which leads in some cases for the No Build scenario to have worse individual turning movement delays compared to the build scenario. Saturday peak hour eastbound left-turn movements experience additional delay and increases to LOS E from LOS D. The intersection overall has an increase of 6 seconds per vehicle of delay and remains at LOS B. Build 2023 - TH 55 at Schaper Road Queue Length Summary  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 295 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 105 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 80 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 285 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 220 feet exceeds the available 205 feet of storage length. This means that the queue will extend into or past the Olson Memorial Hwy Frontage Road intersection and may block eastbound left, eastbound through, and northbound left vehicles at the intersection when queues are at their longest.  Northbound lane’s maximum queue length of 100 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 390 feet exceeds the available 305 feet of storage length. However, an 8-12 feet wide taper area extends another 90 feet for a total queueing area of approximately 395. Therefore, the analysis and video observations do not show the maximum queue lengths blocking the through moving traffic on eastbound TH 55.  Southbound shared through/left-turn lane’s maximum queue length of 165 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 40 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green. Ultimately, the 2023 Build operations are nominally impacted by the proposed development compared to the 2023 No Build scenario. The southbound queue length at the TH 55 at Schaper Road intersection does begin to exceed the available storage length and may block traffic entering from Olson Memorial Hwy Frontage Road for an incremental amount of time during the weekday PM peak hour. It is recommended to monitor this potential concern after development occurs. Memorandum October 12, 2022 Page 26 2033 No Build Conditions The 2033 background traffic analysis reviews the existing conditions, geometrics, and control of the network with the 2033 forecasted background traffic volumes. Table 7 shows a summary of the intersection operations analysis under the 2033 No Build conditions. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B4 and B9. Table 7 – 2033 No Build Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 64.4 / E 3.8 / A 0.4 / A 8.7 / A 11.1 / B WB 114.0 / F 11.5 / B 2.1 / A 12.1 / B NB 102.0 / F 107.8 / F 9.3 / A 62.6 / E SB 94.5 / F 86.3 / F 1.2 / A 30.3 / C Schaper Rd at O.M. Hwy Frontage Rd EB 6.0 / A 3.8 / A 2.5 / A 2.8 / A 2.0 / A WB 4.0 / A 0.0 / A 0.0 / A 4.0 / A NB 2.3 / A 1.8 / A 0.8 / A 2.0 / A SB 0.0 / A 0.2 / A 0.0 / A 0.2 / A Ottawa Ave at Schaper Rd EB 5.2 / A 3.3 / A 3.3 / A 2.8 / A WB NB 1.8 / A 0.0 / A 1.8 / A SB 0.0 / A 0.1 / A 0.1 / A PM TH 55 at Schaper Rd (Signal) EB 100.5 / F 9.6 / A 0.7 / A 13.3 / B 14.6 / B WB 97.0 / F 8.0 / A 1.6 / A 9.1 / A NB 91.7 / F 100.1 / F 16.3 / B 61.4 / E SB 95.1 / F 91.1 / F 1.6 / A 35.4 / D Schaper Rd at O.M. Hwy Frontage Rd EB 6.4 / A 0.0 / A 3.8 / A 3.9 / A 2.5 / A WB 7.2 / A 0.0 / A 0.0 / A 7.2 / A NB 3.0 / A 2.0 / A 0.0 / A 2.6 / A SB 0.0 / A 0.5 / A 0.0 / A 0.5 / A Ottawa Ave at Schaper Rd EB 4.6 / A 2.7 / A 3.7 / A 1.9 / A WB NB 2.0 / A 0.6 / A 1.9 / A SB 0.0 / A 0.1 / A 0.1 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 41.3 / D 3.6 / A 0.6 / A 15.6 / B 13.2 / B WB 48.8 / D 11.4 / B 3.1 / A 11.0 / B NB 35.5 / D 41.0 / D 4.2 / A 25.2 / C SB 41.0 / D 33.2 / C 1.9 / A 11.2 / B Schaper Rd at O.M. Hwy Frontage Rd EB 7.0 / A 0.0 / A 3.9 / A 4.2 / A 1.5 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 3.5 / A 1.8 / A 1.1 / A 2.1 / A SB 0.0 / A 0.4 / A 0.1 / A 0.4 / A Ottawa Ave at Schaper Rd EB 10.5 / B 5.1 / A 5.2 / A 3.5 / A WB NB 2.5 / A 0.0 / A 2.5 / A SB 0.0 / A 0.1 / A 0.1 / A The 2033 No Build scenario operates similarly to the 2023 No Build scenario. Since only through movement TH 55 background traffic was added in this scenario, the intersections of Schaper Road at Olson Memorial Hwy Frontage Road and Schaper Road at Ottawa Avenue operate similarly to the 2023 No Build scenario. Memorandum October 12, 2022 Page 27 TH 55 at Schaper Road has nominal increases in delay for the low volume minor street and left turning movements, but the overall intersection delay stays the same or decreases due to a higher number of through vehicles. No Build 2033 - TH 55 at Schaper Road Queue Length Summary  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 235 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 95 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 95 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 195 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 215 feet exceeds the available 205 feet of storage length. This means that the queue will extend into or past the Olson Memorial Hwy Frontage Road intersection and may block eastbound left, eastbound through, and northbound left vehicles at the intersection when queues are at their longest.  Northbound lane’s maximum queue length of 105 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 245 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 135 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 30 feet is accommodated by the available 30 feet of storage length. Overall, the 2033 No Build scenario operates similarly to the 2023 No Build and Existing scenarios. The southbound maximum queue length at the TH 55 at Schaper Road intersection does begin to exceed the available storage length and may block traffic entering from Olson Memorial Hwy Frontage Road for an incremental amount of time during the weekday PM peak hour. 2033 Build Conditions The 2033 Build scenario analyzes the 2033 build traffic, which includes the 2033 background traffic and expected traffic for proposed automobile dealership. The development trips were assigned to the network based on the trip generation and trip distribution for each intersection. Under this scenario no intersection geometric, control type, or signal timings changes were made. This scenario represents a 10-year horizon year from the 2023 year of opening of the development. Table 8 shows a summary of the intersection operations analysis under the 2033 Build conditions. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B5. Memorandum October 12, 2022 Page 28 Table 8 – 2033 Build Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 67.0 / E 4.1 / A 0.5 / A 10.8 / B 12.8 / B WB 137.3 / F 12.5 / B 3.0 / A 12.7 / B NB 108.2 / F 93.7 / F 10.5 / B 58.8 / E SB 103.3 / F 60.4 / E 1.3 / A 30.1 / C Schaper Rd at O.M. Hwy Frontage Rd EB 7.3 / A 5.5 / A 2.6 / A 3.0 / A 1.9 / A WB 3.7 / A 0.0 / A 0.0 / A 3.7 / A NB 2.3 / A 1.8 / A 2.1 / A 2.0 / A SB 0.0 / A 0.2 / A 0.0 / A 0.2 / A Ottawa Ave at Schaper Rd/South Driveway EB 5.7 / A 6.2 / A 4.1 / A 5.3 / A 4.8 / A WB 0.0 / A 5.9 / A 0.0 / A 5.9 / A NB 1.7 / A 0.0 / A 0.0 / A 1.7 / A SB 0.0 / A 0.0 / A 0.1 / A 0.1 / A PM TH 55 at Schaper Rd (Signal) EB 109.4 / F 10.9 / B 1.0 / A 17.0 / B 17.5 / B WB 105.8 / F 10.0 / B 2.4 / A 11.0 / B NB 85.6 / F 94.9 / F 17.7 / B 57.1 / E SB 99.1 / F 69.0 / E 1.7 / A 34.0 / C Schaper Rd at O.M. Hwy Frontage Rd EB 7.9 / A 0.0 / A 4.6 / A 4.7 / A 2.7 / A WB 8.3 / A 0.0 / A 0.0 / A 8.3 / A NB 3.4 / A 2.4 / A 0.0 / A 2.8 / A SB 0.0 / A 1.2 / A 0.6 / A 1.2 / A Ottawa Ave at Schaper Rd/South Driveway EB 5.4 / A 5.1 / A 3.6 / A 5.1 / A 3.8 / A WB 0.0 / A 6.2 / A 0.0 / A 6.2 / A NB 2.2 / A 0.2 / A 0.0 / A 2.1 / A SB 0.0 / A 0.4 / A 0.2 / A 0.2 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 79.7 / E 4.6 / A 0.7 / A 33.7 / C 21.5 / C WB 58.9 / E 12.5 / B 4.4 / A 11.9 / B NB 33.0 / C 44.7 / D 3.5 / A 23.9 / C SB 40.2 / D 26.9 / C 2.1 / A 10.6 / B Schaper Rd at O.M. Hwy Frontage Rd EB 11.5 / B 0.0 / A 4.2 / A 4.8 / A 1.7 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 4.2 / A 2.3 / A 1.6 / A 2.5 / A SB 0.0 / A 0.5 / A 0.1 / A 0.5 / A Ottawa Ave at Schaper Rd/South Driveway EB 12.3 / B 12.1 / B 8.5 / A 9.8 / A 6.2 / A WB 0.0 / A 7.7 / A 0.0 / A 7.7 / A NB 2.8 / A 0.0 / A 0.0 / A 2.8 / A SB 0.0 / A 0.0 / A 0.2 / A 0.2 / A The intersection of Schaper Road at Olson Memorial Hwy Frontage Road operates similarly to the No Build scenario, with only free movement northbound through and southbound through vehicles added from development trips. Nominal delay is added to the minor street approaches. Schaper Road at Ottawa Avenue continue to operate at LOS A overall with the addition of the development traffic and the site driveway as the new east leg of the intersection. The site driveway approach operates at LOS A for exiting vehicles. Entering vehicles operate at LOS A in the weekday scenarios and LOS B in the Saturday scenario. Maximum eastbound queues at Schaper Road at Ottawa Avenue increase from 100 feet to 195 feet during the Saturday peak hour. The eastbound queues are accommodated by Schaper Road but will spill back past the east access point of Schaper Park and the corresponding east commercial access point. Both access points are part of a pair of access points and would be low volume. This is unlikely to cause problems as the spillback is limited to the peak hour on Saturdays. Memorandum October 12, 2022 Page 29 Overall, the intersection of TH 55 at Schaper Road experiences nominal increase in delay of 2-3 seconds per vehicle in the AM and PM peak hours. Eastbound left turn and southbound left turns experience an increase in delay of 2-9 seconds per vehicle. Saturday peak hour eastbound left and westbound left turning movements experience additional delay and increase to LOS E from LOS D. The intersection overall has an increase of 8 seconds per vehicle of delay and operates at LOS C, which increased from LOS B in the No Build 2033 Scenario. Build 2033 - TH 55 at Schaper Road Queue Length Summary  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 325 feet exceeds the available 305 feet of storage length. However, an 8-12 feet wide taper area extends another 90 feet for a total queueing area of approximately 395 feet. Therefore, the analysis and video observations do not show the maximum queue lengths blocking the through moving traffic on eastbound TH 55.  Southbound shared through/left-turn lane’s maximum queue length of 100 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 85 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 295 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 225 feet exceeds the available 205 feet of storage length. This means that the queue will extend into or past the Olson Memorial Hwy Frontage Road intersection and may block eastbound left, eastbound through, and northbound left vehicles at the intersection when queues are at their longest.  Northbound lane’s maximum queue length of 105 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 480 feet exceeds the available 305 feet of storage length. However, an 8-12 feet wide taper area extends another 90 feet for a total queueing area of approximately 395 feet. This still does not accommodate a maximum queue of 480 feet. Therefore, the maximum queue lengths would spill into the through lanes and block through moving traffic on eastbound TH 55.  Southbound shared through/left-turn lane’s maximum queue length of 145 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 40 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green. Ultimately, the 2033 Build operations are nominally impacted by the proposed development compared to the 2033 No Build scenario. The southbound queue length at the TH 55 at Schaper Road intersection does begin to exceed the available storage length and may block traffic entering from Olson Memorial Hwy Frontage Road for an incremental amount of time during the weekday PM peak hour and Saturday peak hour. Additionally, substantial maximum queue lengths are observed for the westbound left-turn lane at TH 55 at Schaper Road during the Saturday peak hour build scenario. However, this analysis included several conservative steps. Notably, the analysis assumes that the busiest hour of the proposed car dealership Memorandum October 12, 2022 Page 30 will coincide with the existing peak hour of the adjacent roadway. Additionally, the new trips from the proposed development are expected to be lower than the rates provided by the ITE Trip Generation Manual. It is recommended to monitor these potential queueing concerns after development occurs. From the video footage of the existing eastbound left queueing behavior during the Saturday peak hour, it was occasionally observed that not all the eastbound left-turn queue clears the intersection in a single cycle. This eastbound left queue behavior was also observed in the SimTraffic Build 2033 Saturday scenario. In one case where a long queue was observed, 10 out of 12 eastbound left turning vehicles cleared the intersection before the red arrow. SUMMARY AND RECOMMENDATIONS General Findings  Video Observations of Existing Conditions  During the weekday peak hours, traffic video review of the eastbound left and southbound left queues at TH 55 at Schaper Road revealed that queues stay within the available queue storage for both turning movements in both peak hours.  During the Saturday peak hour, the maximum eastbound left-turn queue was measured to be 305 feet which is the length of the current available storage. When queues exceed 7 vehicles in length, approximately 1-2 vehicles do not always clear the intersection during one cycle.  During the Saturday peak hour, drivers were observed running the red arrow at the end of the protected eastbound left-turn phase. This was specifically hazardous when a motorcyclist was observed going around a compliant/stopped vehicle to run the red arrow. This safety hazard could be alleviated by increasing the green time for the eastbound left phase on TH 55.  The operational analysis represents a worst-case scenario as the analysis included several conservative assumptions:  The ITE Trip Generation of an automobile dealership represents a traditional automobile dealership with test driving and on-site maintenance services. It is assumed that the trip generation rates are a conservative approach when completing the build operations analyses.  The Saturday peak hour scenario assumes that the busiest hour of the proposed car dealership will coincide with the existing Saturday peak hour of the adjacent roadway, which is largely driven by the nearby Room and Board Outlet store.  Signal timings for the Build scenarios were not altered from the existing timings. During the Saturday peak hour adding a small amount of green time to the eastbound left turning phase could alleviate much of the queueing that builds up as the queues do not completely clear the intersection each cycle.  The Build scenarios show a nominal increase in delay compared to the No Build scenarios, with the highest impact occurring at TH 55 at Schaper road with minor street turning movements and left turn movements seeing higher increases in delay. Many of these turning movements are low volume and already operate with LOS E or F, primarily due to the 220 second maximum cycle length prioritizing mainline through traffic on TH 55.  Maximum queue lengths at TH 55 at Schaper Road for the eastbound left turn lane exceed the available storage length during the 2023 Saturday peak hour and the 2033 AM and Saturday peak hour build scenarios.  Maximum queue lengths at TH 55 at Schaper Road for the southbound left turn lane exceed the available storage length during the 2023 and 2033 PM Build scenarios. Memorandum October 12, 2022 Page 31  Schaper Road at Olson Memorial Hwy Frontage Road saw nominal delay increases due to the development traffic. Overall intersection delay was within one second of the No Build scenarios.  Schaper Road at Ottawa Avenue saw nominal delay increases. The eastbound queues during the Saturday peak hour extend from 100 feet in the 2033 No Build scenario to 195 feet in the 2033 Build scenario. These additional queue lengths may extend past the easterly Schaper Park/commercial driveway for a small amount of time but is not expected to impact operations on Schaper Road.  The north driveway of the car development on Ottawa Avenue was not modeled due to the nominal traffic demand on Ottawa Avenue north of Schaper Road. The driveway is assumed to operate acceptably and have minimal impact to the public street network. Recommendations  Under existing Saturday peak hour conditions at the TH 55 at Schaper Road intersection, approximately 1-2 vehicles do not clear the eastbound left-turn queue in one cycle and drivers are observed running the red light at the end of the eastbound left-turn phase. It is recommended that the protected left-turn phase be extended slightly to address the demand and observed safety concerns.  Due to the conservative methodology of the analysis, it is not expected that queue lengths will be as severe as the operations suggest. Therefore, after the proposed car development occurs, it is recommended that the City monitors potential queueing concerns of the eastbound left and southbound left lanes at TH 55 at Schaper Road.  If queues regularly exceed the available storage length, additional signal timing updates could be made to the protected left-turn phases while maintaining MnDOT’s cycle lengths and coordinated timings on TH 55.  If observations match the estimated maximum queue lengths shown in the build operations, the eastbound left-turn storage length at TH 55 at Schaper Road may need to be extended from 305 feet to 480 feet. The planned MnDOT 2025 Mill and Overlay project on TH 55 in the project area could be a good opportunity to have the turn lane extended. Appendix: A. 2022 Turning Movement Counts B. MOE Tables LJ c: R.J. Kakach – Assistant City Engineer, City of Golden Valley x:\fj\g\goldv\169195\8-planning\87-rpt-stud\car dealership tis_10122022.docx Attachment A 2022 Turning Movement Counts Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 2 0 4 0042 1 0000010 48 00 107 6:15 1 0 4 0045 3 0001 0 14 83 1 0 152 6:30 7 1 4 0058 3 0 2 00011 93 00 179 6:45 5 0 6 0 1702 0 110012 127 4 0 229 7:00 5 0 6 0063 3 00110 15 133 3 0 230 7:15 4 1 8 0 1904 001 0020 186 6 0 321 7:30 5 0 13 0 1822 0 1120 18 266 10 0 401 7:45 5 1 11 0 1898 0 3240 28 361 11 0 524 8:00 4 1 13 0 2 109 7 0 3330 27 369 5 0 546 8:15 6 3 16 0 2967 0 1 0 6 0 38 317 6 0 498 8:30 3 2 11 0 1884 0 3320 39 272 13 0 441 8:45 5 0 21 0 1997 0 1110 22 264 17 1 439 9:00 5 1 16 0 1916 0 6150 32 187 19 0 370 9:15 0 2120 2632 0 4350 30 131 10 0 264 9:30 12 1 16 0 1726 0 5 00022 138 7 0 280 9:45 7 0 17 0 3802 0 3150 17 110 5 0 250 10:00 8 0 20 0 3644 0 4120 20 112 1 0 239 10:15 7 1 10 0 1726 0 6320 17 96 5 0 226 10:30 4 1 25 0 2923 0 8120 11 94 11 0 254 10:45 2 2 17 0 5843 0 3130 18 83 10 0 231 11:00 6 4 29 0 3929 0 3240 13 75 2 0 242 11:15 3 1 22 0 1914 1 6 0 2 0 22 113 5 0 270 11:30 7 3 19 0 2 100 3 0 3120 21 97 8 0 266 11:45 7 2 24 0 4100415330 16 131 8 0 307 12:00 3 3 37 0 3 114 5 0 11 2 2 0 14 125 8 0 327 12:15 7 4 17 0 2 123 7 0 8530 39 138 10 0 363 12:30 8 1 32 0 2 103 2 0 8350 21 142 7 0 334 12:45 8 3 21 0 6 106 4 0 6260 19 142 11 0 334 13:00 10 2 27 0 1 124 6 0 3310 28 133 9 0 347 13:15 5 0 12 0 4949 0 5310 24 137 9 0 303 13:30 6 1 11 0 1105516230 25 129 12 1 306 13:45 6 0 33 00104 3 0 4430 26 136 6 0 325 14:00 4 1 29 0 5 144 8 0 6160 18 142 3 2 367 14:15 6 0 19 0 2 128 8 0 5220 15 149 6 0 342 14:30 11 2 28 0 2 108 10 0 5140 20 160 4 0 355 14:45 16 1 36 0 3 120 3 0 9450 30 205 6 0 438 15:00 16 0 35 0 1 142 12 0 5180 24 211 9 0 464 15:15 13 2 39 00157 3 0 10 0 1 0 23 273 3 0 524 15:30 11 2 34 0 2 162 15 0 4740 20 318 4 0 583 15:45 9 2 37 0 2 182 6 0 5 0 7 0 24 315 2 0 591 16:00 22 2 39 0 3 232 12 0 5270 19 333 6 0 682 16:15 12 2 37 0 5 251 4 0 6 0 8 0 17 371 3 0 716 16:30 23 6 56 0 3 219 3 0 3350 14 402 1 0 738 16:45 15 9 37 0 4 220 9 0 4270 20 322 5 0 654 17:00 13 4 36 0 3 238 6 0 10 2 4 0 22 405 6 0 749 17:15 14 1 25 0 5209714570 27 442 7 0 753 17:30 5 2 23 0 4 180 12 0 3450 19 355 3 0 615 17:45 6 2 21 0 2 140 4 0 2170 23 329 3 0 540 18:00 7 4 27 0 2117214270 13 238 2 0 425 18:15 5 0 20 0 1 118 3 0 1330 8 132 4 1 298 18:30 6 0 14 00102 6 00120 9 139 4 0 283 18:45 5 1 13 0 1885 0 4130 11 107 1 0 240 Total 392 84 1139 0 107 6062 282 5 217 96 181 0 1065 10316 321 5 20262 Cars+ 375 83 1110 0 107 5907 273 4 212 92 177 0 1036 10024 309 0 19705 Trucks171290015591544029292125 557 4.3 1.2 2.5 0.0 0.0 2.6 3.2 20.0 2.3 4.2 2.2 0.0 2.7 2.8 3.7 100.0 2.72.9 2.5 2.6 2.8 Southbound Westbound Northbound Eastbound All Vehicles % Trucks TH 55 at Schaper Rd, 08252022, 0600-1900 8/25/2022 Countcloud TURNING MOVEMENT COUNT DATA Schaper Rd TH 55 Schaper Rd TH 55 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 1 1 2 00710000041900 35 6:15 0 120017 2 0000031500 40 6:30 1 0 3 0029 00000012400 58 6:45 1 0 1 0025 1 000003432 0 76 7:00 1 1 7 0032 1 0000023300 77 7:15 4 000035 1 0000034900 92 7:30 2 0 7 0 1353 0 1 0 2 0 4421 0 98 7:45 1 0 6 0041 2 000005584 0 117 8:00 2 1 4 0 1394 0 3 0 1 0 94900 113 8:15 2 1 5 0 1411 0002 0 14 55 00 122 8:30 7 0 7 0047 1 00120 15 68 1 0 149 8:45 2 1 5 0 2742 0001 0 17 73 00 177 9:00 3 2 7 0061 1 0 1 0 1 0 30 69 1 0 176 9:15 2 1 10 0 1575 0 3 0 1 0 44 94 00 218 9:30 1 0 7 0 185170 1130 63 84 2 0 265 9:45 8 1 10 0 184180 5420 75 104 6 0 318 10:00 10 0 27 0 178130 270077 117 5 0 337 10:15 16 0 71 0 3801400210 64 99 00 350 10:30 21 3 74 0090 11 0 1110 59 114 2 0 377 10:45 20 4 79 0 2808 001 0042 112 4 0 352 11:00 22 3 64 0 1999 0 2 0 2 0 51 93 5 0 351 11:15 25 0 67 0 293100 3210 44 120 4 0 371 11:30 14 4 46 0 1928 0 1110 32 101 4 0 305 11:45 12 0 48 00103 9 0 4262349280 318 12:00 9 3 48 0087 13 1 2 00030 135 4 0 331 12:15 17 1 48 0 2 119 13 0 2320 40 124 3 0 374 12:30 4 2 44 0 1 119 10 0 3 0 1 0 42 123 00 349 12:45 15 1 36 0 11067121614511410 335 13:00 18 1 40 0 1 119 8 0 3120 42 112 1 1 348 13:15 13 1 43 0 1926 0 2 0 1 0 39 134 1 0 333 13:30 11 2 44 0081 6 0 1120 35 148 3 0 334 13:45 8 2 35 0 1805 0004 0 31 135 2 0 303 14:00 7 1 47 0 1 105 8 0 3210 33 118 1 0 327 14:15 9 1 34 0089 8 0 2110 35 117 2 0 299 14:30 14 1 30 0 1838 0 1120 26 128 00 295 14:45 5 0 27 0 1734 00110 32 95 00 239 15:00 4 2 22 0059 7 0 1120 30 119 00 247 15:15 10 1 31 0 1899 00230 23 136 1 0 306 15:30 5 1 25 0087 2 00230 17 100 00 242 15:45 5 2 32 0088 3 0 1 0 2 0 21 95 00 249 16:00 6 1 19 0 1945 1 1 00013 106 1 1 247 16:15 9 1 25 0089 5 002 0015 113 1 0 260 16:30 3 3 22 0 2 100 2 0 3 0 2 0 11 102 1 0 251 16:45 10 1 13 0 1753 00140 11 109 00 228 17:00 3 0 17 0086 11 00220 17 113 1 0 252 17:15 8 1 16 0085 2 00410 7 103 1 0 228 17:30 4 1 11 0 2953 0 120010 102 2 0 233 17:45 3 0 7 0 1783 0 1 0 4 0 9893 0 198 18:00 3 3 8 0 168001 0 2 0 9764 0 175 18:15 4 0 7 0065 1 001 009771 0 165 18:30 1 0 9 0 1581 0002 0 36600 141 18:45 2 0 9 0068 2 0001 0 56800 155 Total 388 57 1308 0 38 3861 297 3 57 50 78 3 1335 4784 83 2 12336 Cars+ 384 56 1301 0 38 3828 295 3 57 50 78 3 1324 4736 83 1 12230 Trucks4170033200000114801 106 1.0 1.8 0.5 0.0 0.0 0.9 0.7 0.0 0.0 0.0 0.0 0.0 0.8 1.0 0.0 50.0 0.90.7 0.8 0.0 1.0 Southbound Westbound Northbound Eastbound All Vehicles % Trucks TH 55 at Schaper Rd, 08272022, 0600-1900 8/27/2022 Countcloud TURNING MOVEMENT COUNT DATA Schaper Rd TH 55 Schaper Rd TH 55 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 00002 0005700004 0 18 6:15 0 1 0000006600004 0 17 6:30 1 1 001 00078001 0 8 0 27 6:45 0 3110000611001 0 9 0 31 7:00 0 4 000000711001 0 7 0 30 7:15 0 5 000000618001 0 7 0 37 7:30 0 1 000000515002 0 18 0 41 7:45 0 410000013 19 001 0 12 0 50 8:00 0 410000020 22 0011160 65 8:15 0 8 00000019 22 1 0 2 0 16 0 68 8:30 0 310 1 00023 19 001 0 10 0 58 8:45 0 910000015 15 1 0 2 0 17 0 60 9:00 0 710 2 00015 22 1 0 2 0 13 0 63 9:15 0 5 00000014 17 000010 0 46 9:30 0 9 001 00015 13 003 0 17 0 58 9:45 0 11 1 0 2 0007100001110 43 10:00 0 17 2 0000012 11 0031120 58 10:15 0 6 002 00016 10 00009 0 43 10:30 0 7 00000047002 0 21 0 41 10:45 0 930000015 8 0021150 53 11:00 0 19 1 0 2 00010 11 1 0 2 0 15 0 61 11:15 0 840 1 00116101 00018 0 58 11:30 0 12 3 0 2 0009110001130 51 11:45 0 1212100181230 4 0 21 0 62 12:00 0 2941400013 6 001 0 11 0 68 12:15 0 12 002 00023 24 001 0 12 0 74 12:30 0 17 002 00014 10 2 0 2 0 25 0 72 12:45 0 14 4 0000015 12 005 0 16 0 66 13:00 0 16 1 0 2 00018 17 001 0 22 0 77 13:15 0 5 002 00018 19 001 0 9 0 54 13:30 0 610001 0 14 14 002 0 13 0 51 13:45 0 14 2 0 6 0 1 0 15 10 001 0 19 0 68 14:00 0 10 1 0 4 00012 11 1 2 2 0 21 0 62 14:15 0 12 3 0 210015 12 000011 0 56 14:30 0 26 2 0 1 00011 18 001 0 13 0 72 14:45 0 33 1 0 3 00015 14 001 0 19 0 86 15:00 0 23 1 0 210014 24 003 0 24 0 92 15:15 0 28 3 0 1 00619100012240 88 15:30 0 24 4 0 2 00025 13 001 0 22 0 91 15:45 0 21 3 0 2 00019 9 000029 0 83 16:00 0 26 0 1300122110011310 95 16:15 0 31 1 0000011 10 000024 0 77 16:30 0 42 001 00015 4 002 0 39 0 103 16:45 0 23 2 0 2 00017 7 000036 0 87 17:00 0 20 1 0 1 00021 13 001 0 34 0 91 17:15 0 2121300018 20 000014 0 78 17:30 0 16 00000021 14 003 0 14 0 68 17:45 0 14 000001197 002 0 17 0 59 18:00 0 12 3 2 0001114 001 0 23 0 54 18:15 0 810 3 00084002 0 15 0 41 18:30 0 4 00000011 9 001 0 17 0 42 18:45 0 11 002 0009800004 0 34 Total 1 683 61 8 67 2 2 11 716 649 11 2 67 8 861 0 3128 Cars+ 1 653 58 6 65 2 2 3 707 618 11 0 64 7 848 0 3036 Trucks0303220089310231130 92 0.0 4.4 4.9 25.0 3.0 0.0 0.0 72.7 1.3 4.8 0.0 100.0 4.5 12.5 1.5 0.0 2.94.4 2.8 2.9 1.8 Southbound Westbound Northbound Eastbound All Vehicles % Trucks Schaper Rd at Frontage Rd, 08252022, 0600-1900 8/25/2022 Countcloud TURNING MOVEMENT COUNT DATA Schaper Rd Driveway Schaper Rd Frontage Rd Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 0 110 2 0 1 0001 0001 0 7 6:15 00001 0001300002 0 7 6:30 0 1 0000001 000002 0 4 6:45 0 1 0000001300001 0 6 7:00 0 6 0000001100003 0 11 7:15 0 2 0000004 000002 0 8 7:30 0 3 0000002400006 0 15 7:45 0 1 00000006 00006 0 13 8:00 0 220000031000005 0 22 8:15 0 3 00000061000004 0 23 8:30 0 2 000000611002 0 12 0 33 8:45 0 4 00000061100006 0 27 9:00 0 5 000000425001 0 5 0 40 9:15 0 8 00000054300005 0 61 9:30 0 3 00000087100006 0 88 9:45 0 11 00000014 80 002 0 8 0 115 10:00 0 29 00000012 84 0011130 140 10:15 0 68 2 0000013 64 1 0 2 0 15 0 165 10:30 0 77 2 0000016 55 001 0 23 1 174 10:45 0 86 1 00000644003 0 15 0 155 11:00 0 79 2 1 000010 52 1 0 1 0 10 0 155 11:15 0 72 001 00013 40 001 0 18 0 145 11:30 0 53 1 0 1 000537001 0 11 0 109 11:45 0 49 2 0 1 0021232001 0 10 0 107 12:00 0 52321000438003 0 9 0 110 12:15 0 53 2 0000010 47 002 0 10 0 124 12:30 0 39 00000010 42 00009 0 100 12:45 0 41 2 1 00011536000011 0 105 13:00 0 48 4 00000940003 0 12 0 116 13:15 0 39 3 0 1 00013 30 002 0 15 0 103 13:30 0 38 2 0 1 00012 33 000018 0 104 13:45 0 35 3 0 1 00010 21 3 0 2 0 11 0 86 14:00 0 38 2 0 8 00011 26 001 0 10 0 96 14:15 0 23 2 0000013 32 000022 0 92 14:30 0 31 1 0 2 00011 23 000010 0 78 14:45 0 20 1 1 000014 22 004 0 14 0 75 15:00 0 16 2 0 2 00014 23 001 0 11 0 69 15:15 0 26 2 001 0012 19 002 0 13 0 75 15:30 0 24 1 0000012 11 001 0 7 0 56 15:45 0 24 1 0 1 00010 11 0001130 61 16:00 0 14211001135 003 0 13 0 51 16:15 0 20 2 0 1 00020 5 000010 0 58 16:30 0 16 002 00074001 0 8 0 38 16:45 0 7 001 00076000015 0 36 17:00 0 910000014 12 1 0 2 0 11 0 50 17:15 0 16 00000011 3 000010 0 40 17:30 0 91000008700007 0 32 17:45 0 310000076001 0 7 0 25 18:00 0 6 00000035000010 0 24 18:15 0 3 001 0007300005 0 19 18:30 0 3 002 0002200006 0 15 18:45 0 1 001 0004300008 0 17 Total 0 1220 51 6 32 1 1 4 432 1201 7 0 44 2 494 1 3485 Cars+ 0 1208 51 2 32 1 1 4 429 1192 7 0 43 2 493 1 3459 Trucks01204000039001010 26 0.0 1.0 0.0 66.7 0.0 0.0 0.0 0.0 0.7 0.7 0.0 0.0 2.3 0.0 0.2 0.0 0.70.9 0.0 0.7 0.4 Southbound Westbound Northbound Eastbound All Vehicles % Trucks Schaper Rd at Frontage Rd, 08272022, 0600-1900 8/27/2022 Countcloud TURNING MOVEMENT COUNT DATA Schaper Rd Driveway Schaper Rd Frontage Rd Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 000000000000004 0 4 6:15 000000002 0004 0 4 0 10 6:30 001 000001 0001 0 3 0 6 6:45 002 000001 0004 0 3 0 10 7:00 002 000003 000005 0 10 7:15 001 000003 0001 0 11 0 16 7:30 0000000000001 0 16 0 17 7:45 002 0000000001 0 11 0 14 8:00 003 0000000002 0 20 0 25 8:15 003 000001 0001 0 13 0 18 8:30 001 000003 0002 0 12 0 18 8:45 005 000001 0001 0 19 0 26 9:00 002 000004 0004 0 20 0 30 9:15 002 000002 0002 0 8 0 14 9:30 0 11000001 0003 0 41 10 9:45 003 000001100003 0 8 10:00 004 0000000001 0 2 0 7 10:15 001 0000000001 0 1 0 3 10:30 000000003 0001 0 5 0 9 10:45 003 000007 000006 0 16 11:00 0000000016 1 000031 20 11:15 001 000005 0003 0 5 0 14 11:30 004 000004 0001 0 4 0 13 11:45 004 000004 0002 0 10 0 20 12:00 005 0000019 0003 0 6 0 33 12:15 001 0000091006 0 8 0 25 12:30 002 000007 0002 0 10 0 21 12:45 001 000005 0002 0 13 0 21 13:00 0 13000008 0002 0 6 0 20 13:15 001 000003 0001 0 1 0 6 13:30 000000001 0003 0 5 0 9 13:45 002 000005 0002 0 12 1 21 14:00 0000000041001 0 5 0 11 14:15 003 000005 0002 0 3 0 13 14:30 004 0000020 0001 0 1 0 26 14:45 004 0000081001 0 7 0 21 15:00 001 0000011 1 00002 0 15 15:15 001 0000015 000001 0 17 15:30 0014 0000024 0002 0 1 0 41 15:45 002 0000012 0002 0 1 0 17 16:00 002 0000021 0003 0 3 0 29 16:15 001 0000015 0000011 17 16:30 0 120000017 0003 0 3 0 26 16:45 008 0000014 2 004 0 1 0 29 17:00 0 120000018 1 001 0 2 0 25 17:15 003 000009 0001 000 13 17:30 000000004 0002 0 2 0 8 17:45 002 000008 0005 0 1 0 16 18:00 001 0000013 0004 0 2 0 20 18:15 001 000006 0001 0 1 0 9 18:30 001 000003 0002 000 6 18:45 0 160000021005 0 1 0 16 Total 051180000034810009702914 869 Cars+051090000032710008702714 809 Trucks0090000021000100200 60 0.0 0.0 7.6 0.0 0.0 0.0 0.0 0.0 6.0 0.0 0.0 0.0 10.3 0.0 6.9 0.0 6.97.3 0.0 5.9 7.7 Southbound Westbound Northbound Eastbound All Vehicles % Trucks Schaper Rd at Ottawa Ave, 09082022, 0600-1900 9/8/2022 Countcloud TURNING MOVEMENT COUNT DATA Ottawa Ave 0 Ottawa Ave Schaper Rd Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 001 0000000001 0 2 0 4 6:15 000000002 0000000 2 6:30 002 000000000001 0 3 6:45 002 000001 0003 0 1 0 7 7:00 002 000002 0001 000 5 7:15 000000005 000001 0 6 7:30 000000001 000002 0 3 7:45 000000000000005 0 5 8:00 001 000002 000006 0 9 8:15 001 0000000001 0 7 0 9 8:30 003 000001 0002 0 91 15 8:45 001 000003 0001 0 9 0 14 9:00 0 1 0000004 0000022 0 27 9:15 000000004 0000039 0 43 9:30 002 000003 0000058 0 63 9:45 0 110000051001 0 78 0 87 10:00 001 0000012 0001 0 58 0 72 10:15 002 0000066 0001 0 50 0 119 10:30 002 0000078 0002 0 63 0 145 10:45 00000000102 0000035 0 137 11:00 003 0000057 0001 0 41 0 102 11:15 0 110000045 0003 0 30 0 80 11:30 003 0000054 0001 0 31 0 89 11:45 003 0000042 0002 0 27 0 74 12:00 002 0000029 1 000027 0 59 12:15 001 0000029 0002 0 27 0 59 12:30 002 0000027 0003 0 21 0 53 12:45 002 0000026 1 001 0 34 0 64 13:00 0000000033 0000028 0 61 13:15 001 0000030 0000033 0 64 13:30 0000000029 0001 0 20 0 50 13:45 0000000019 0001 0 13 0 33 14:00 003 0000024 0000012 0 39 14:15 001 0000017 0000017 0 35 14:30 003 0000027 0001 0 16 0 47 14:45 001 0000016 0001 0 18 0 36 15:00 001 0000020 0002 0 15 0 38 15:15 001 0000016 0003 0 18 0 38 15:30 001 0000014 0001 0 14 0 30 15:45 003 0000016 000005 0 24 16:00 0 1 00000020 1 003 0 2 0 27 16:15 003 0000012 0003 0 11 19 16:30 001 000005 0003 0 3 0 12 16:45 003 000003 0000000 6 17:00 001 000003 0006 000 10 17:15 000000003 0001 0 21 6 17:30 0000000000001 000 1 17:45 0000000000001 000 1 18:00 000000002 0001 0 1 0 4 18:15 001 0000000001 000 2 18:30 002 0000000004 000 6 18:45 0000000000001 0 11 2 Total 0464000009094006209034 1946 Cars+0459000008994005708944 1917 Trucks00500000100005090 29 0.0 0.0 7.8 0.0 0.0 0.0 0.0 0.0 1.1 0.0 0.0 0.0 8.1 0.0 1.0 0.0 1.57.4 0.0 1.1 1.5 Southbound Westbound Northbound Eastbound All Vehicles % Trucks Schaper Rd at Ottawa Ave, 09102022, 0600-1900 9/10/2022 Countcloud TURNING MOVEMENT COUNT DATA Ottawa Ave 0 Ottawa Ave Schaper Rd Attachment B MOE Summary Tables Table B1Car Dealership Traffic Impact Study Existing Conditions, Weekday (2022) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 132 1319 35 1,486 63.5E3.6 A 0.6 A 8.6 A305 109 248001296 61 23400650 20 20WB 6 382 26 414 105.1F11.6 B 2.4 A 12.1 B 11.0 B 530 20 30001081 69 18500240 20 31NB 10 8 15 33 98.7F89.0F9.7 A 57.8E00000650 25 9100325 20 37SB 18 7 51 76 105.7F82.6F1.3 A 31.1 C00000204 26 9100 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 5.4 A 4.5 A 2.6 A 2.8 A00000766 25 5400 000WB 1001 7.2 A0.0 0 0.0 07.2 A 2.0 A00000317 20 2000 000NB 75 82 1 158 2.3 A 1.8 A 1.2 A 2.0 A00000204 20 2900 000SB019 3 220.0 00.1 A 0.0 A 0.1 A00000 00000 000Ottawa Ave at Schaper RdEB 6056 62 4.7 A3.3 A 3.3 A00000364 31 8200 000WB00000.000.000.000.0 A 2.8 A00000 00000 000NB 4004 1.8 A0.0 0 0.0 01.8 A00000 00000 000SB00990.0 0 0.0 00.0 A 0.0 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 83 1571 19 1,673 96.5F9.3 A 0.9 A 13.1 B305 90 22201 % 1296 136 36600650 20 22WB 15 886 25 926 103.2F7.6 A 1.9 A 8.8 A 14.3 B 530 20 60001081 94 21700240 20 20NB 21 12 23 56 89.9F94.4F15.2 B 61.8E00000650 36 10700325 20 44SB 65 20 154 239 95.8F91.9F1.6 A 33.7 C00000204 9219800 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 5.8 A0.0 03.5 A 3.6 A00000766 34 7200 000WB 7007 5.6 A0.0 0 0.0 05.6 A 2.3 A00000317 20 5700 000NB 71 440115 2.9 A 2.0 A0.0 02.5 A00000204 20 7300 000SB0106 5 1110.0 00.3 A 0.1 A 0.3 A0000025902000 000Ottawa Ave at Schaper RdEB 906 15 4.4 A0.0 02.8 A 3.7 A00000364 20 3400 000WB00000.000.000.000.0 A 1.9 A00000 00000 000NB 58 3061 2.0 A 1.1 A0.0 02.0 A00000406 20 2700 000SB0215170.0 00.1 A 0.1 A 0.1 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)AM Peak HourPM Peak Hour Table B2Car Dealership Traffic Impact Study No Build Conditions, Weekday (2023) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 132 1326 35 1,493 63.8E3.7 A 0.6 A 8.6 A305 108 221001296 63 21200650 20 20WB 6 384 26 416 125.6F11.4 B 2.3 A 12.4 B 11.2 B 530 20 39001081 66 18000240 20 28NB 10 8 15 33 99.7F93.3F9.3 A 59.1E00000650 26 9100325 20 30SB 18 7 51 76 104.6F79.0E1.2 A 32.3 C00000204 27 9400 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 5.4 A 8.3 A 2.6 A 2.9 A00000766 26 5800 000WB 1001 6.4 A0.0 0 0.0 06.4 A 2.1 A00000317 20 2000 000NB 75 82 1 158 2.3 A 1.9 A 1.0 A 2.1 A00000204 20 2300 000SB019 3 220.0 00.1 A 0.0 A 0.1 A00000 00000 000Ottawa Ave at Schaper RdEB 6056 62 5.5 A3.3 A 3.3 A00000364 31 8700 000WB00000.000.000.000.0 A 2.8 A00000 00000 000NB 4004 1.7 A0.0 0 0.0 01.7 A00000 00000 000SB00990.0 0 0.0 00.0 A 0.0 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 83 1579 19 1,681 100.5F9.4 A 0.8 A 13.7 B305 97 21101 % 1296 138 36200650 20 24WB 15 890 25 930 100.3F8.0 A 1.7 A 9.2 A 14.9 B 530 20 58001081 99 23100240 20 21NB 21 12 23 56 92.1F86.4F15.6 B 60.1E00000650 34 11300325 20 42SB 65 20 154 239 96.6F91.3F1.6 A 35.1 D00000204 9820100 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 8.4 A0.0 04.0 A 4.1 A00000766 35 8900 000WB 7007 5.3 A0.0 0 0.0 05.3 A 2.6 A00000317 20 5500 000NB 71 440115 2.9 A 2.2 A0.0 02.6 A00000204 20 7800 000SB0106 5 1110.0 00.6 A 0.1 A 0.6 A0000025902000 000Ottawa Ave at Schaper RdEB 906 15 4.7 A0.0 02.5 A 3.7 A00000364 20 3600 000WB00000.000.000.000.0 A 1.8 A00000 00000 000NB 58 3061 2.0 A 0.8 A0.0 01.9 A00000406 20 3300 000SB0215170.0 00.3 A 0.1 A 0.1 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.IntersectionApproachDemand VolumesAM Peak HourPM Peak HourVehicle Queing Information (feet)Right Turn LaneDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s) Table B3Car Dealership Traffic Impact Study Build Conditions, Weekday (2023) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 183 1326 35 1,544 66.2E3.8 A 0.5 A 10.7 B305 149297001296 81 27100650 20 20WB 6 384 43 433 94.4F12.3 B 3.1 A 12.1 B 12.7 B 530 20 27001081 71 17400240 20 37NB 10 8 15 33 103.5F98.9F9.1 A 56.6E00000650 22 7800325 20 30SB 24 7 70 101 106.8F64.5E1.3 A 30.8 C00000204 31 10400 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 5.7 A 0.0 A 2.6 A 2.8 A00000766 24 6300 000WB 1001 3.7 A0.0 0 0.0 03.7 A 1.9 A00000317 20 2000 000NB 75 150 1 226 2.5 A 1.9 A 1.4 A 2.1 A00000204 20 7100 000SB044 3 470.0 00.2 A 0.0 A 0.2 A00000 00000 000Ottawa Ave at Schaper RdEB 23 51 56 130 5.1 A 6.3 A 4.3 A 5.3 A00000364 47 10000 000WB0190190.0 05.8 A0.0 05.8 A 4.9 A00000453 20 3600 000NB 4004 1.8 A0.0 0 0.0 01.8 A0000040602000 000SB0015 150.0 0 0.0 00.1 A 0.1 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 119 1579 19 1,717 107.7F10.5 B 1.0 A 17.0 B305 14228601 % 1296 162 38900650 20 20WB 15 890 37 942 100.8F9.8 A 2.2 A 10.9 B 17.3 B 530 20 61001081 114 25200240 20 22NB 21 12 23 56 92.5F85.6F15.7 B 59.7E00000650 35 9800325 20 38SB 83 20 209 312 93.6F69.6E1.7 A 31.3 C00000204 11422200 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 10.5 B0.0 04.1 A 4.3 A00000766 34 8700 000WB 7007 7.1 A0.0 0 0.0 07.1 A 2.4 A00000317 20 4100 000NB 71 920163 3.4 A 2.6 A0.0 02.9 A00000204 20 10500 000SB0179 5 1840.0 00.5 A 0.4 A 0.5 A00000259 20 4000 000Ottawa Ave at Schaper RdEB 21 36 6 63 5.3 A 5.4 A 3.8 A 5.2 A00000364 31 7300 000WB0550550.0 06.2 A0.0 06.2 A 3.8 A00000453 29 5800 000NB 58 3061 2.1 A 0.4 A0.0 02.0 A00000406 20 4100 000SB0233350.0 00.4 A 0.1 A 0.1 A00000 00000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.AM Peak HourPM Peak HourDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneIntersectionApproachDemand VolumesVehicle Queing Information (feet)Right Turn LaneThrough Lane (s) Table B4Car Dealership Traffic Impact Study No Build Conditions, Weekday (2033) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 132 1392 35 1,559 64.4E3.8 A 0.4 A 8.7 A305 112 234001296 60 22000650 20 20WB 6 403 26 435 114.0F11.5 B 2.1 A 12.1 B 11.1 B 530 20 33001081 68 18400240 20 26NB 10 8 15 33 102.0F107.8F9.3 A 62.6E00000650 25 9600325 20 28SB 18 7 51 76 94.5F86.3F1.2 A 30.3 C00000204 27 9400 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 6.0 A 3.8 A 2.5 A 2.8 A00000766 24 5300 000WB 1001 4.0 A0.0 0 0.0 04.0 A 2.0 A00000317 20 2000 000NB 75 82 1 158 2.3 A 1.8 A 0.8 A 2.0 A00000204 20 2700 000SB019 3 220.0 00.2 A 0.0 A 0.2 A00000 00000 000Ottawa Ave at Schaper RdEB 6056 62 5.2 A3.3 A 3.3 A00000364 31 6600 000WB00000.000.000.000.0 A 2.8 A00000 00000 000NB 4004 1.8 A0.0 0 0.0 01.8 A0000040602000 000SB00990.0 0 0.0 00.1 A 0.1 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 83 1657 19 1,759 100.5F9.6 A 0.7 A 13.3 B305 87 19301 % 1296 141 39400650 20 22WB 15 935 25 975 97.0F8.0 A 1.6 A 9.1 A 14.6 B 530 20 66001081 105 25300240 20 20NB 21 12 23 56 91.7F100.1F16.3 B 61.4E00000650 32 10400325 20 42SB 65 20 154 239 95.1F91.1F1.6 A 35.4 D00000204 9921300 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 6.4 A0.0 03.8 A 3.9 A00000766 33 7400 000WB 7007 7.2 A0.0 0 0.0 07.2 A 2.5 A00000317 20 5300 000NB 71 440115 3.0 A 2.0 A0.0 02.6 A00000204 20 8600 000SB0106 5 1110.0 00.5 A 0.0 A 0.5 A00000259 20 2000 000Ottawa Ave at Schaper RdEB 906 15 4.6 A0.0 02.7 A 3.7 A00000364 20 4000 000WB00000.000.000.000.0 A 1.9 A00000 00000 000NB 58 3061 2.0 A 0.6 A0.0 01.9 A00000406 20 2400 000SB0215170.0 00.0 A 0.1 A 0.1 A00000 00000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.IntersectionApproachDemand VolumesAM Peak HourPM Peak HourVehicle Queing Information (feet)Right Turn LaneDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s) Table B5Car Dealership Traffic Impact Study Build Conditions, Weekday (2033) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 183 1392 35 1,610 67.0E4.1 A 0.5 A 10.8 B305 153326001296 91 30000650 20 20WB 6 403 43 452 137.3F12.5 B 3.0 A 12.7 B 12.8 B 530 20 34001081 77 17800240 20 37NB 10 8 15 33 108.2F93.7F10.5 B 58.8E00000650 21 8500325 20 30SB 24 7 70 101 103.3F60.4E1.3 A 30.1 C00000204 34 10100 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 7.3 A 5.5 A 2.6 A 3.0 A00000766 24 5900 000WB 1001 3.7 A0.0 0 0.0 03.7 A 1.9 A00000317 20 2000 000NB 75 150 1 226 2.3 A 1.8 A 2.1 A 2.0 A00000204 20 4600 000SB044 3 470.0 00.2 A 0.0 A 0.2 A00000 00000 000Ottawa Ave at Schaper RdEB 23 51 56 130 5.7 A 6.2 A 4.1 A 5.3 A00000364 45 9800 000WB0190190.0 05.9 A0.0 05.9 A 4.8 A00000453 20 3400 000NB 4004 1.7 A0.0 0 0.0 01.7 A00000 00000 000SB0015 150.0 0 0.0 00.1 A 0.1 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 134 1657 19 1,810 109.4F10.9 B 1.0 A 17.0 B305 13629502 % 1296 167 39500650 20 20WB 15 935 42 992 105.8F10.0 B 2.4 A 11.0 B 17.5 B 530 20 63001081 122 24500240 20 32NB 21 12 23 56 85.6F94.9F17.7 B 57.1E00000650 34 10600325 20 49SB 71 20 173 264 99.1F69.0E1.7 A 34.0 C00000204 12322700 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 7.9 A0.0 04.6 A 4.7 A00000766 36 9000 000WB 7007 8.3 A0.0 0 0.0 08.3 A 2.7 A00000317 20 4600 000NB 71 1120183 3.4 A 2.4 A0.0 02.8 A00000204 20 11200 000SB0131 5 1360.0 01.2 A 0.6 A 1.2 A00000259 20 6800 000Ottawa Ave at Schaper RdEB 26 51 6 83 5.4 A 5.1 A 3.6 A 5.1 A00000364 29 6800 000WB0190190.0 06.2 A0.0 06.2 A 3.8 A00000453 28 5200 000NB 58 3061 2.2 A 0.2 A0.0 02.1 A00000406 20 3700 000SB0221230.0 00.4 A 0.2 A 0.2 A00000 00000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.IntersectionApproachDemand VolumesAM Peak HourPM Peak HourVehicle Queing Information (feet)Right Turn LaneDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s) Table B6Car Dealership Traffic Impact StudyExisting Conditions, Saturday 10:15 AM - 11:15 AM (2022) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 216 418 11 645 40.5 D 3.4 A 0.5 A 15.5 B305 118 244001296 29 12000650 20 20WB 6 349 42 397 56.9E11.4 B 3.1 A 11.0 B 13.2 B 530 20 29001081 64 13700240 20 34NB 3 4 4 11 43.9 D 41.1 D 4.3 A 28.5 C00000650 20 3100325 20 24SB 79 10 288 377 42.1 D 29.9 C 1.9 A 11.2 B00000204 58 13500 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 7.2 A0.0 03.7 A 4.0 A00000766 27 6000 000WB00000.000.000.000.0 A 1.5 A00000 00000 000NB 45 215 2 262 3.5 A 1.9 A 1.2 A 2.2 A00000204 20 10500 000SB0310 7 3170.0 00.4 A 0.1 A 0.4 A00000 00000 000Ottawa Ave at Schaper RdEB 40189 193 10.5 B0.0 05.0 A 5.1 A00000352 52 9700 000WB00000.000.000.000.0 A 3.5 A00000 00000 000NB 30300303 2.6 A0.0 0 0.0 02.6 A00000406 20 3700 000SB00770.0 0 0.0 00.1 A 0.1 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.IntersectionApproachDemand VolumesMD Peak HourVehicle Queing Information (feet)Right Turn LaneDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s) Table B7Car Dealership Traffic Impact StudyNo Build Conditions, Saturday 10:15 AM - 11:15 AM (2023) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 216 420 11 647 41.2 D 3.4 A 0.5 A 15.8 B305 121 243001296 29 12000650 20 20WB 6 351 42 399 47.8 D 11.2 B 3.3 A 10.7 B 13.3 B 530 20 31001081 64 13600240 20 38NB 3 4 4 11 41.3 D 42.1 D 4.3 A 26.8 C00000650 20 3100325 20 26SB 79 10 288 377 42.5 D 34.1 C 1.9 A 11.3 B00000204 58 13800 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 6.4 A0.0 03.7 A 4.0 A00000766 27 6000 000WB00000.000.000.000.0 A 1.5 A00000 00000 000NB 45 215 2 262 3.5 A 1.9 A 1.4 A 2.2 A00000204 20 10300 000SB0310 7 3170.0 00.4 A 0.1 A 0.4 A00000 00000 000Ottawa Ave at Schaper RdEB 40189 193 8.3 A0.0 05.0 A 5.1 A00000352 53 9900 000WB00000.000.000.000.0 A 3.5 A00000 00000 000NB 30300303 2.6 A0.0 0 0.0 02.6 A00000406 20 3700 000SB00770.0 0 0.0 00.1 A 0.1 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.MD Peak HourVehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s) Table B8Car Dealership Traffic Impact StudyBuild Conditions, Saturday 10:15 AM - 11:15 AM (2023) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 292 420 11 723 65.9E4.4 A 0.8 A 29.0 C305 209389001296 47 27300650 20 20WB 6 351 67 424 51.1 D 12.0 B 4.8 A 11.4 B 19.3 B 530 20 32001081 69 16000240 20 62NB 3 4 4 11 31.9 C 47.9 D 3.7 A 26.8 C00000650 20 4000325 20 24SB 104 10 363 477 43.4 D 26.4 C 2.0 A 10.9 B00000204 67 16700 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 12.0 B0.0 04.4 A 5.1 A00000766 28 6300 000WB00000.000.000.000.0 A 1.8 A00000 00000 000NB 45 316 2 363 4.3 A 2.4 A 1.3 A 2.6 A00000204 31 15800 000SB0410 7 4170.0 00.5 A 0.1 A 0.5 A0000025902000 000Ottawa Ave at Schaper RdEB 29 76 189 294 11.7 B 11.8 B 8.0 A 9.4 A00000352 86 17900 000WB0750750.0 07.5 A0.0 07.5 A 6.0 A00000453 31 6700 000NB 30300303 2.8 A0.0 0 0.0 02.8 A00000406 20 6700 000SB0032 320.0 0 0.0 00.2 A 0.2 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.MD Peak HourVehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s) Table B9Car Dealership Traffic Impact StudyNo Build Conditions, Saturday 10:15 AM - 11:15 AM (2033) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 216 441 11 668 41.3 D 3.6 A 0.6 A 15.6 B305 122 244001296 29 14600650 20 20WB 6 368 42 416 48.8 D 11.4 B 3.1 A 11.0 B 13.2 B 530 20 32001081 68 13500240 20 36NB 3 4 4 11 35.5 D 41.0 D 4.2 A 25.2 C00000650 20 3200325 20 21SB 79 10 288 377 41.0 D 33.2 C 1.9 A 11.2 B00000204 59 13500 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 7.0 A0.0 03.9 A 4.2 A00000766 27 6600 000WB00000.000.000.000.0 A 1.5 A00000 00000 000NB 45 215 2 262 3.5 A 1.8 A 1.1 A 2.1 A00000204 20 11600 000SB0310 7 3170.0 00.4 A 0.1 A 0.4 A00000 00000 000Ottawa Ave at Schaper RdEB 40189 193 10.5 B0.0 05.1 A 5.2 A00000352 54 9800 000WB00000.000.000.000.0 A 3.5 A00000 00000 000NB 30300303 2.5 A0.0 0 0.0 02.5 A00000406 20 3100 000SB00770.0 0 0.0 00.1 A 0.1 A00000 00000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)MD Peak Hour Table B10Car Dealership Traffic Impact StudyBuild Conditions, Saturday 10:15 AM - 11:15 AM (2033) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 292 420 11 723 79.7E4.6 A 0.7 A 33.7 C305 234478001296 76 46100650 20 20WB 6 351 67 424 58.9E12.5 B 4.4 A 11.9 B 21.5 C 530 20 42001081 73 15500240 20 48NB 3 4 4 11 33.0 C 44.7 D 3.5 A 23.9 C00000650 20 4000325 20 23SB 104 10 363 477 40.2 D 26.9 C 2.1 A 10.6 B00000204 67 14400 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 11.5 B0.0 04.2 A 4.8 A00000766 27 6500 000WB00000.000.000.000.0 A 1.7 A00000 00000 000NB 45 316 2 363 4.2 A 2.3 A 1.6 A 2.5 A00000204 32 16700 000SB0410 7 4170.0 00.5 A 0.1 A 0.5 A0000025902000 000Ottawa Ave at Schaper RdEB 29 76 189 294 12.3 B 12.1 B 8.5 A 9.8 A00000352 87 19600 000WB0750750.0 07.7 A0.0 07.7 A 6.2 A00000453 31 6800 000NB 30300303 2.8 A0.0 0 0.0 02.8 A00000406 20 5600 000SB0032 320.0 0 0.0 00.2 A 0.2 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.MD Peak HourVehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)