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HomeMy WebLinkAbout2024-03-27 CPC Agenda Packet - Amendedj Ewa ter The Birthplace .7 REGULAR MEETING CALL TO ORDER II. ROLL CALL 216 41h Street N, Stillwater, MN 55082 651-430-8800 www.stillwatermn.gov AGENDA PLANNING COMMISSION MEETING March 27, 2024 III. APPROVAL OF MINUTES 1. Possible approval of February 28, 2024 regular meeting minutes. 7:00 P.M. IV. OPEN FORUM - Open Forum allows the public to address subjects which are not a part of the meeting agenda. The Chairperson may reply at the time of the statement or give direction to staff. Please limit your comments to 5 minutes or less. V. CONSENT AGENDA (ROLL CALL) — these items are considered to be routine by the Planning Commission and will be enacted by one motion. Anyone may request an item to be removed from the consent agenda and considered separately. 1N11�11P1a10169:14171k&*1101**' - VII. PUBLIC HEARINGS - Members of the public who wish to speak will be given 5 minutes and will be requested to step forward to the podium and must state their name and address. 2. Case No. CD 2024-05: 14100 60th St N Conditional Use Permit for Car Wash (Auto Repair and Related Services) for Mister Car Wash (Staff Reviewer: Ben Gutknecht, bgutknecht(a).stillwatermn.gov, 651-430-8818) 3. Case No. CD 2024-008: Conditional Use Permit for CBD Retail Establishment — Intoxicating located at 1507 Frontage Rd W; Case of KMH Retail, Inc. (Staff Reviewer: Ben Gutknecht, bgutknecht(aD_stillwatermn.gov, 651-430-8818) 4. Case No. CD 2024-10: 225 Main St N (River Siren Brewing) Interim Use Permit for Mobile Food Unit (The Good Egg) (Staff Reviewer: Katriona Molasky, kmolasky�stillwatermn.gov 651-430-8822) VI11. DISCUSSION 5. Commission Work Plan (Staff Reviewer: Tim Gladhill, tgladhill(a�stillwatermn.gov, 651-430-8821) — No Packet Materials II:tlWIQci r_1=11a17_111*' 6. Missing Middle Housing Bill Update (Staff Reviewer: Tim Gladhill, tladhill(jd.stillwatermn.gov, 651-430-8821) — No Packet Materials X. ADJOURNMENT lllvvater THE lINTHPLACE OF MINNESOTA PLANNING COMMISSION MEETING MINUTES February 28, 2024 REGULAR MEETING Chairman Dybvig called the meeting to order at 7:00 p.m. 7:00 P.M. Present: Chairman Dybvig, Commissioners Cox, Hoffman, North, Steinwall, Swanson, Councilmember Odebrecht Absent: None Staff: Community Development Director Gladhill, Planning Manager Gutknecht, Assistant City Planner Molasky APPROVAL OF MINUTES Possible approval of minutes of December 20. 2023 regular meeting Motion by Commissioner Steinwall, seconded by Commissioner Hoffman, to approve the minutes of the December 20, 2023 meeting. Motion passed 6-0-1 with Councilmember Odebrecht abstaining. OPEN FORUM There were no public comments. CONSENT AGENDA There were no items on the Consent Agenda. UNFINISHED BUSINESS There was no unfinished business. PUBLIC HEARINGS Case No. CD 2024-008: Conditional Use Permit for CBD Retail Establishment - Intoxicating located at 1300 Frontage Rd W: Case of KMH Retail. Inc. - Motion to Continue Public Hearing to March 27, 2024 Motion by Commissioner Hoffman, seconded by Commissioner Swanson, to continue the Public Hearing to March 27, 2024. All in favor. NEW BUSINESS There was no new business. DISCUSSION Recodification Project Update Mr. Gladhill updated the Commission on the recodification of the City Code. He reviewed policy and process amendments that impact the Planning Commission. On February 20, 2024, the City Council held the First Reading and moved the recodification forward with no changes. The Second Reading and formal adoption is anticipated to be in early March. Planning Commission February 28, 2024 Comprehensive Zoning Code Amendment Update Mr. Gutknecht stated that the Planning Division is beginning a comprehensive zoning code update to consolidate zoning districts and simplify and streamline the code. Staff will work with both Commissions and host Community Workshops as part of the process, with plans to formally adopt before the end of 2024. Mr. Gladhill summarized the timeline for the budgeting process to implement some of the Planning Commission initiatives included in the update. Review Natural Resources Chapter of Comprehensive Plan and Steep Slope Ordinance Purpose Mr. Gutknecht reviewed the purpose and scope of the steep slope ordinance, which has now been placed in the Natural Resources Chapter. FYI STAFF UPDATES Residential Economic Stability Initiative Update Councilmember Odebrecht explained that the City is creating an initiative that will assist residents who are struggling to afford housing, through addressing zoning changes and determining the best use of $145,000 funding that will be coming from the State. This is not an emergency housing program or a panacea solution for all housing challenges. The name of the group has changed from Affordable Housing Initiative to Residential Economic Stability. Stillwater's Accessory Dwelling Unit ordinance is a beneficial tool that already exists. However the State legislature has proposed a Missing Middle Housing Bill that would alter zoning and land use regulations and pre-empt local authority over zoning. Stillwater officials are working with other organizations to monitor the legislation closely. ADJOURNMENT Chairman Dybvig adjourned the meeting at 7:50 p.m. ATTEST: John Dybvig, Chair Tim Gladhill, Community Development Director Page 2 of 2 1 wa ter T H E B 1 RTH PLAC E O F M I N N E S O T 11 DATE: March 27, 2024 TO: Honorable Chair and Planning Commissioners FROM: Ben Gutknecht, Planning Manager SUBJECT: Case No. 2024-005: Conditional Use Permit for Automotive Repair and Related Services (Car Wash) and Site Plan Review for Mister Car Wash at 14100 60t" Street N (Mister Car Wash) BACKGROUND The Applicant, CWP West LLC (Mister Car Wash) is seeking approval of a Conditional Use Permit for Automotive Repair and Related Services and Site Plan Approval to facilitate the construction of Mister Car Wash located at 14100 60t" Street North. The Project Site is located in the Business Park Commercial (BP-C) Zoning District and lies within the West Stillwater Business Park near the intersection of Greeley Street South (County Highway 66), State Highway 36, and 601" Street North (City Street). The property is an existing lot of record, approximately 1.4 acres in size and has frontage on three of four sides by public right-of-way and a dermatology office adjacent to the east. The proposed development seeks to construct an approximately 4,600 square foot standalone conveyor car wash with onsite vacuum equipment. The proposed facility would be accessed from the north with a dedicated right in entrance and from the south with a shared exit/entrance. Vehicles would queue in one of three bays that lead to one wash tunnel. Staff has sent the application materials to Washington County and MnDOT for review and comment. For reference, this is the first project to utilize the new formal Site Plan Review process implemented with the recent recodification project. This is also the first project to be reviewed under the revised governance structure for land use applications (Planning Commission Recommendation, City Council Approval). ANALYSIS Highway Mixed Use Designation — 2040 Comprehensive Plan The 2040 Comprehensive Plan lays out a future vision of how areas of the community will evolve over time. The Highway Mixed Use future land use designation was created to provide more flexibility in commercial areas in order to accommodate residential development as well as a mixed of other uses. The majority of the area (70%) is anticipated to remain commercial. Local peer examples of this designation in action include The West End in St. Louis Park and Arbor Lakes of Maple Grove. However, this approach is not currently well defined in Zoning Code, but will be addressed in the upcoming Zoning Code Rewrite/Comprehensive Zoning Code Update. The purpose of this evolving district was to create a tool to allow residential redevelopment within commercial districts, but not prevent commercial developments such as this. West Stillwater Business Park Plan The West Stillwater Business Park Plan was approved in 1990 in order to guide the design and use of future development, as this area was originally part of Stillwater Township. As part of the annexation process, the City of Stillwater aimed to impose additional design requirements. Since then, the majority of this area has been developed. Staff has evaluated the proposed development against the guidelines of this plan and finds the use and design consistent with the plan. BP-C. Business Park — Commercial Zoning District The purpose of the BP — C: Business Park Commercial Zoning District is to provide a district for general community commercial and office uses. General Retail is a Permitted Use (administrative approval). Uses with drive-throughs are a Conditional Use, requiring approval of the Planning Commission. The proposed development complies with the dimensional and bulk standards of the BP-C zoning district. Required Proposed Minimum Front Setback 40 Feet 86 Feet Minimum Exterior Side Setback 40 Feet 40 Feet Minimum Side Setback 20 Feet North — 197 Feet Minimum Rear Setback 30 Feet 32 Feet Maximum Lot Coverage 60% 57.2% Minimum Landscaped Area 20% 42.8% Maximum Height 40 Feet 35 Feet Landscaping and Parking There are a total of 27 parking spaces (24 vacuum, 3 employee) proposed. City Code does not specify a proposed parking standard for Car Washes. However, City Code does note where the parking requirements for a particular use is not specifically established in this section, the parking requirements for each use shall be determined by the City Council. Such determination shall be based upon the requirements for similar uses. Another car wash, located along Stillwater Boulevard is part of a larger shared parking lot, and appears to have one dedicated employee parking stall. A similar use outlined in City Code could be a "service station", which requires 3 stalls per bay and one for employee. With 3 proposed employee parking stalls staff finds the proposed parking appropriate. The proposed landscape plan for the site (per Landscaping Plan dated 03/08/2024) appears consistent with City Code as required in the BP-C district. Staff would like to add the advisory comment that Code requires all planting islands shall be treated with a mechanical weed inhibiter. One tube for feeding and watering shall be installed in each planting island. All plant materials indicated on an approved landscaping plan that do not survive two growing seasons shall be replaced with identical plants during or before the following season. Traffic, Site Circulation and Cross Access The Property has frontage off of three public rights -of -way. State Highway 36 to the South, County Highway 66 (Greeley Street) to the West, and 60t" Street (City) to the North. The Site will be accessed from the north with a dedicated right -in only entrance and from the south with a shared entrance/exit which connects to driveway that is accessed by 60t" Street North. The southern accessway is a shared drive over and across City owned right-of-way, recently deeded to the City by the Minnesota Department of Transportation (MnDOT). This accessway is actually City right-of-way and extends across the southern portion of the neighboring 14130 60t" Street North. Rather than maintaining as a public road, the City Attorney is drafting an Access Agreement/Maintenance Agreement to allow this shared access to continue to function as a private, shared access. Due to the proposed site access locations, site circulation will allow for patrons to enter from both north or south, but only exit from the south with no ability to exit from the north. Staff highly recommends that the Northern Access only be a Right -In Access and not allow to function as an egress (exit) for the site due to vehicle stacking and turn lane conflicts. The site layout has been sized to accommodate this traffic circulation. The Applicant has also submitted a Traffic Study that concludes the proposed storage for 17 on -site vehicles stacking locations exceed what has been observed as the maximum at a comparable site and will not impact adjacent land uses or public streets. It also concludes that all intersections are anticipated to operate with acceptable levels of services in the AM and PM peak hours, per accepted traffic engineering standards. Staff should note that the Traffic Study was conducted with the assumption that the north access would operate as a right-in/right-out, and this has been changed to right -in only (improves traffic forecasted conditions from original study). Stormwater Due to existing soils conditions and proximity to the Drinking Water Supply Management Area, the Applicant is proposing a filtration technique in lieu of infiltration. Stormwater from the project site will be directed to an underground filtration system designed to meet the City's requirements, as well as the requirements of the Middle St. Croix Water Management Organization. FINDINGS & RECOMMENDATIONS In approving a Conditional Use Permit, it must be determined by the Planning Commission that: 1. The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations; 2. Any additional conditions necessary for the public interest have been imposed; and 3. The use or structure will not constitute a nuisance or be detrimental to the public welfare of the community. Staff finds that the proposed use conforms to all applicable City plans, has suggested conditions, and that the structure will not constitute a nuisance. The site plan conforms to the zoning code. Conditions of approval are included in the Draft Resolution. ACTION REQUESTED Motion to recommend that the City Council approve the Conditional Use Permit for Automotive Repair and Related Services and Site Plan Approval for Mister Car Wash at 14100 60th Street North with the conditions outlined in the attached draft resolution. City of Stillwater Washington County, Minnesota RESOLUTION 2024-XX RESOLUTION APPROVING A CONDITIONAL USE PERMIT TO FOR AUTOMOTIVE REPAIR AND RELATED SERVICES (CARWASH) AND SITE PLAN APPROVAL FOR MISTER CAR WASH LOCATED AT 14100 60TH STREET NORTH (CASE NO. CD2024-005) WHEREAS, the City of Stillwater received Conditional Use Permit from CWP West LLC (Mister Car Wash) ("Applicant"), to faciliate the construction of a Mister Car Wash, located at 14100 60th Street North, legally described as in Exhibit A (the "Property"); and, WHEREAS, on March 27, 2024, the City Planning Commission for the City of Stillwater considered the conditional use permit, held a Public Hearing, and recommended approval of the request.; and WHEREAS, on April 2, 2024, the City Council for the City of Stillwater considered the request. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Stillwater considered the conditional use permit for automotive repair and related services (car wash) and site plan approval for Mister Car Wash at its April 2, 2024 meeting and approved the conditional use permit. The approval of the conditional use permit is subject to the following conditions: FINDINGS 1. The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations; 2. Any additional conditions necessary for the public interest have been imposed; and 3. The use or structure will not constitute a nuisance or be detrimental to the public welfare of the community. CONDITIONS OF APPROVAL 1. Plans shall be consistent with those on file for Case No. CD 2024-005 as presented to the City Council on April 2, 2024. 2. Minor changes, as defined in City Code, may be approved by the Community Development Director. Major changes must be approved by the Planning Commission. 3. Property owner must enter into a maintenance agreement for the private roadway overlapping the city owned right-of-way. 4. Prior to sign installation an updated sign permit showing compliance with wall sign requirements must be reviewed and approved by City Staff. 5. Review and approval by the City Engineer. 6. Review and approval by the Middle St. Croix Water Management Organization. 7. Review and approval by the Washington County Public Works 8. Review and approval by the Minnesota Department of Transportation. 9. Wayfinding signage must be installed on the interior of the site. 10. All plans shall be reviewed and approved by applicable fire and building inspection personal prior to issuance of permit. Adopted by the City Council this 2nd day of April, 2024. ATTEST: Beth Wolf, City Clerk CITY OF STILLWATER Ted Kozlowski, Mayor 2 EXHIBIT A Legal Description of the Applicant's Property Abstract Property Type Situs Address: 14100 60th Street North Parcel ID: 33-030-20-33-0054 All of Tract A described below: Tract A. That part of the Southwest Quarter of the Southwest Quarter of Section 33, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at Right of Way Boundary Corner B11816 as shown on Minnesota Department of Transportation Right of Way Plat 82-131 as the same is on file and of record in the office of the County Recorder in and for said County; thence southerly on an azimuth of 179 degrees 35 minutes 20 seconds along the boundary of said plat for 341.93 feet to the Right of Way Boundary Corner B11822; thence continue on an azimuth of 179 degrees 35 minutes 20 seconds for 60.17 feet; thence on an azimuth of 284 degrees 17 minutes 02 seconds for 160.29 feet; thence on an azimuth of 357 degrees 48 minutes 18 seconds for 322.41 feet; thence deflect to the right on a tangential curve, having a radius of 38.00 feet and a delta angle of 92 degrees 29 minutes 32 seconds for 61.34 feet; thence on an azimuth of 89 degrees 35 minutes 20 seconds for 126.63 feet to the point of beginning; r., . At A* �I Water The Birthplace of Minnesota J N WE lll� S Site Location 14100 60th Street North i 0 80 160 General Site Location i ME 320 mF Mister" To: City of Stillwater Planning Department From: Nick Johnson, Project Manager Mister Car Wash Date: February 26, 2024 Subj: Mister Car Wash — Stillwater, MN 14100 60th St N Project Narrative CWP West, LLC (Mister Car Wash) is excited to present the enclosed Conditional Use Permit, Site Plan Review, and Preliminary Plat applications to the City of Stillwater for review and approval. The development team has been in contact with City Staff to ensure the proposed project will be developed in accordance with the Comprehensive Plan and City Zoning Ordinances. Mister Car Wash is proposing a redevelopment of the existing site located at 14100 60th St N, Stillwater, MN. The proposed redevelopment site is approximately 1.30 acres and will remain under the current BPC Zoning district. After a preliminary review with City Staff, the development team understands that a Conditional Use Permit and Site Plan Review will be needed to allow for a car wash development on the site. The proposed redevelopment will construct an approximately 4,600± square foot conveyor -type, stand-alone express car wash building. Additionally, the site redevelopment is proposed to include construction of new on -site parking, landscaping, utilities, stormwater management, vacuum equipment, signage, and lighting to support the proposed development. The site is visible off Highway 36 at a lighted intersection and accessible off of the frontage road connecting to Greeley St S. The existing access points are intended to remain and allow for functional vehicular circulation throughout the car wash site, while still allowing vehicular traffic to pass - through the site to neighboring businesses. With regards to the operations of the Car Wash, it is anticipated that vehicles will enter the driveway either on the North side of the site utilizing a right in entrance only or off the Frontage road towards the Southeastern portion of the site. The SE driveway will feature two-way traffic. Drivers from both locations will drive towards the canopy where customers are greeted by a Customer Service Attendant. The Mister Car Wash business model is unique in that the majority of customers are Unlimited Wash Club ("UWC") members. UWC members have an RFID sticker on their windshield that is automatically scanned as they pull into the designated member lanes. This system efficiently keeps vehicles moving through the site as members are not stopping to pay during each visit — ultimately reducing wait times and queuing. Non -subscription customers are assisted by the Customer Service Attendant to select a wash and help to efficiently keep the queue moving forward. Once past the point -of -sale, vehicles are guided into the car wash tunnel. Mister Car Wash operates conveyor tunnels that are designed to wash multiple cars at a time, allowing for a constant stream of customers moving through. Once through the tunnel, customers have the M►ster choice of continuing to the self -serve vacuum stalls on their left or exiting on a straight shot back out to the frontage road of 60th St N. In general, this is a quick -serve express car wash, and there are typically two or three employees on -site at any given time. Hours of operation are typically 7AM — 7PM (Mon -Sat) and 8AM — 6PM on Sunday. The proposed building materials generally consist of CMU, EIFS, Stone Veneer, and Metal Panels. The proposed materials and colors meet City Ordinances and provide a visually appealing and modern appearance. In addition, two taller roof elements are proposed on either end of the building, providing visual cues for customers to the entrance and exit of the tunnel. The proposed grading, stormwater, and underground utilities conform to the requirements set forth by the City of Stillwater, MSCWMO, and the State of Minnesota. The Civil Engineering and Landscape Architecture drawings have been included as part of this application. CWP West, LLC believe the proposed use as well as site appurtenances will help the City of Stillwater to revitalize and beautify the site. We look forward to and greatly appreciate your thoughts and considerations. Please contact me at (952) 486-0582 if you have any questions. Sincerely, Nick Johnson Project Manager Mister Car Wash ohnson(@mistercarwash.com C) 952-486-0582 (B N N CV 0 CV C 0 U (0 Z J W W H W 4 a� C (0 _Q Q c LM l� co C E a� L Ln W 0 J I H .. �/ II �� II �I II II II II II II II II II �� II �� II �� II �� II �� II �� II �� II �� II �� II �� II �� II �� II �� II �� II �� II �� II I I �� II 0 II �� II �� II Il II II �� II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II IIII II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II II II II II II �� E SHEET C401 y B y PROPERTY LINE y B y y PROPOSED U DRAINAGE AND UTILITY EASEMENT ...... . .. .... c .. . . . . . . . . . . . . . . . RIGH w /* w w .. O. ACC 0 ..... o 40' BUILDING K I SETBACK � y� y y y ::: / y y y y y •. . 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I � \ . ..... 30' BUILDING K SETBACK . . . . . . . \ . TRANSFORMER PAD III y y ...................... 1 ` PROPERTY LINE 4' 4' —IV_ \ PROPOSED 6' DRAINAGE w R w w I � _ 0 y Iv I IFS ... � w cn I L11 D M y y y I I I y 0 I y 4i I I Co D II Q 0 y y yl I II cl,o Ir y y y y y yIy I LOLlj I� y y 20' BUILDING l SETBACK I II y y W I W v v .v I.v [_--I----I--_,� w w w y I COMBINED TRASH & VACUUM ENCLOSURE y yl PROPOSED U DRAINAGE AND UTILITY EASEMENT y y I I I I .v ly I I I y y ly y1 I I I y y I yl I L: y y l y icv y ly y II I y II I .'.'.'.�.�.�� y �• III y y I y l i I I -18.0 ..... y I II y I` y1 III y I y1 I I I ....... yIy II \\ \ \ AND UTILITY EASEMENT I I PROPERTY LINE ylyl II y I y L- I I---- � TI II KEYNOTE LEGEND AO POS CANOPY AND EQUIPMENT: REF. ARCHITECTURAL PLANS OMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER OC ACCESSIBLE CURB RAMP OACCESSIBLE PARKING SIGN OE ACCESSIBLE PARKING STALL OAREA STRIPED WITH 4" SYSL @ 45° 2' O.C. O BYPASS GATE PER MISTER CAR WASH STANDARDS AND SPECIFICATIONS OH LANDSCAPE AREA OVERTICAL CURB (TYP.) JO TRANSITION CURB OK FLUSH CURB OL ROLLED CURB O TRENCH DRAIN WITH EXIT SIGN PER MISTER CAR WASH STANDARDS AND SPECIFICATIONS ON VACUUM EQUIPMENT: REF. ARCHITECTURAL PLANS ODIRECTIONAL TRAFFIC ARROW. PER GREENBOOK STANDARDS OP STOP SIGN O"NO PARKING" SIGN OR "DO NO ENTER" SIGN i PUBLIC RIGHT OF WAY PER MN R DOT ROW PLAT 82-131 LEGEND ilk .v .v .v .v SITE PLAN NOTES t, 3 4. 5 PROPERTY LINE SETBACK LINE DRAINAGE AND UTILITY EASEMENT PROPOSED CURB AND GUTTER CONCRETE PAVEMENT K•�r�yf:»r�yu�ami��:� PROPOSED LANDSCAPING REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PROPERTY SUMMARY STILLWATER, MN MISTER CAR WASH TOTAL PROPERTY AREA 1.40 AC ZONING SUMMARY EXISTING ZONING BP-C PROPOSED ZONING BP-C EAST: 20' BUILDING SETBACKS WEST: 30' NORTH: 40' SOUTH: 30' BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 1.40 AC BUILDING AREA ±4,600 SF PARKING REQUIRED PARKING DETERMINED BY CITY COUNCIL 27 SPACES PROPOSED PARKING (24 VACUUM, 3 EMPLOYEE) ADA STALLS REQ'D / PROVIDED 2 STALLS / 2 STALLS Know what's below. Call before you dig. GRAPHIC SCALE IN FEET 0 10 20 40 U) z O W w fl' 0 I z 2 00 O N � o O N } `0 0)w J ui �Ei Z Y O r LL 00 0 W, az0E- CD Woco� w za>U_ LL J U w O LL �<LLa0 O Q z CO ~ Q Q cn zti F-0UZJ LU LU LUJ •1 :c x LL O W z W Y Q X W F Q Q }Uz2wIS w LL O- z z W Z =U)Z>�W� o z U COU Q Q U W N = C/) O � LU N U } 0f N O Q 00 Q co m m _ O z z Y Y W J LD 3 U U) 0 0 U FI J LU z H O cl) U L.L V ) z O U I.L O _ tfl� W �Q LLCM= O CN a W z aW a J W a z G J w SHEET NUMBER C400 ZI i i� II I I l II I II II I II I II I II I II I II I II I II II :z M N 0 N 0 N 0 0 L c� (D z J n W a U U) z J i J m c _Q Q c f) t� co C E m L a> Ln E W 0 J I H 021 ME ME�EE �HEET C 1m NE 01 ■■■■■■ ■■■E ■■■ ■■� i �� . — ■ ■ B ■ ■ c ■ ■ I ® 0''-) o000 0 90 ■ ■ + ■ L-LL ■ � li II oo + ■ ■ O o ■I II ■I ■ 0,0° o ■ ■ • o °� o ■ boo 0.■ ■ � a o�j°o BLLII I + 0 II + + o B ■ + Q�Q fl A I ■ ■� + o o ° A c +� I■I ■ I I ° c + ■ o +��� ■ I I -- o ` ■ ■ O L °o ' ■ ■ r--J _-, r + I ■ ° +, ■ ■ O ° . +i ■ ■ • + I ■ ■ c i ■ ■I + ■I i ■ ■ + ■ ■ + + ■ ■ + ■ ■ '♦ + ■ ■ O0O ■ NJ c I ■ ■ r I---- B I I■ II ' a. • ■ I I I ■ ■ i c C M COM ■ ■ I � r I ■ ■ I � I D I ■J c ■J ■ I A I ■ ■ I L i ■ I I ■ • i CAR WASH O ■ I+ 130' TUNNEL ■ ■ i ±4,600 SIF ■ I � � i I■ I ■ O i� O O I �■ ■ J L ■ , O I ■ ■ , I ■ I �S ■ I III I � � ■III c� I ■ I I � I ■ I I I ■ c ■ ■ ■ ■ i + + �■ ■ I ■ I ■ ■ ! - B i. ■ c I +� ■ ■ o n _ d i ----- 4 n + I ■ ■ ■ AW ��•�� 000P,UG ■ At OA4 ♦�1��� ■ AINIA�i _ ■ o • SUMO ■ FT] — — — 1��� ■ •� PLANT KEY SYMBOL CODE COMMON NAME CONIFEROUS TREE OVERSTORY TREE � + j GOJ MDJ '��vvvvv��Oc + SGJ �Onnnnn�°c BLACK HILLS SPRUCE EASTERN RED CEDAR BOULEVARD LINDEN DISCOVERY ELM IMPERIAL HONEYLOCUST GREY OWL JUNIPER MEDORA JUNIPER SEA GREEN JUNIPER DECIDUOUS SHRUBS OBLC IROQUOIS BEAUTY BLACK CHOKEBERRY O DBH DWARF BUSH HONEYSUCKLE C 7 GGD GARDEN GLOW DOGWOOD 0 GLS GRO-LOW FRAGRANT SUMAC ORNAMENTAL GRASSES OHMS HEAVY METAL SWITCHGRASS - KFG KARL FOERSTER FEATHER REED GRASS JVVV WULc > �Onnnnnncc LBS LITTLE BLUESTEM PERENNIALS OALL MILLENIUM ORNAMENTAL ONION j o) BES BLACK-EYED SUSAN OPBS PRAIRIE BLAZING STAR • { PCF PURPLE CONEFLOWER j ) PDS PRAIRIE DROPSEED WLC WALKER'S LOW CATMINT NOTE: SEE SHEET L102 FOR FULL PLANT SCHEDULE LANDSCAPE SUMMARY LANDSCAPE REQUIREMENTS LANDSCAPE AREA REQUIRED: LANDSCAPE AREA PROVIDED: STREET TREES REQUIRED: STREET TREES PROVIDED: PARKING LOT PLANTINGS REQUIRED PARKING LOT PLANTINGS PROVIDED LANDSCAPE LEGEND O O 12,197 S.F. = 20% OF LOT = 60,984 S.F. * .20 25,718 S.F. = 42% OF LOT 13 TREES = 1 DECIDUOUS TREE / 40 L.F. 510 L.F. OF R.O.W. / 40 17 TREES 1 DECIDUOUS TREE AND 2 SHRUBS / ISLAND 2 DECIDUOUS TREES AND 4 SHRUBS TOTAL 2 DECIDUOUS TREES AND 4 SHRUBS EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPR■��• •~ AOIMATE D DISTURBED AREAS(TY LIMITS OIP) IRRIGATION, SOD ALL 3-6" DIAMETER RIVER ROCK AT MIN. 8" DEEP OVER 6 OX. GEO-TEXTILE FABRIC (TYP.) LANDSCAPE KEYNOTES O O EDGER (TYP.) OB 2-3' BOULDER (TYP.) O ROCK MULCH (TYP.) O SOD (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 Know what's beIow. Call before you dig. M oom" } m 0 W a W as CL< 2 0 F O < wa xIr H �0 Z Of UO Q WW ?Q 0) �o3: � J W W W x iIW U) z F UwW J H Z } x ? J Q O �QaW Q U F -U) m U) z O w fY 0 z 2 00 O N � LO rn x N } L 0)W J w �E Z Y O 00 N 00 M N J o_ 0 0 W z F_ (/) z U 2J J } x Q N z 0 Q N } °O o 0 w w�¢zW w 0)2H_jH 0 U Z 0O U U 2 W O � Of N O N N Q 00 = C/) U) Q } m m m 2 Y O W Z LD z 3 0 Y U 1) 0 0 U Z a J a LU a a z O U z Z) Q J U) z z O U O tfl� W �a LL LLCM= O N a W z aW a J W a W LU Q z J J_ J ~ co SHEET NUMBER L100 MORNING FOG SW 6255 EIFS, Smooth -Face CMU Block WALL STREET SW 7665 -EIFS,-Split-Face CMU Block IN THE NAVY SW 9178 Metal Wall Panels, Standing Seam Metal Roof, Fascia, Trim, Gutters, Downspouts 10A h*'!110, WA E4W %�**� P0 XCEL EIFS Texture: Sand Color: Morning Fog EIFS Texture: Sand Color: Wall Street EIFS Texture: Sand Color: In The Navy Mis ter SMOOTH -FACE BLOCK Color: Morning Fog SPLIT -FACE BLOCK Color: Wall Street k STONE VENEER MFR: Eldorado Stone Style: Vantage 30 (6"H x 30" L x N 1 "D) Color: White Elm w/ Matching Mortar Joint CAST STONE SILL Color: Limestone EXCEL STANDING SEAM ROOF MFR: CTMRS Style: 25 ga Large Batten Color: In The Navy ALUMINUM BATTEN MFR: Rollfab Metal Products Color: Hazelnut Brown Style: 1x6 PreFinished Metal Battens METAL WALL PANEL MFR: MBCI Style: ShadowRib Color: In The Navy ALUMINUM STOREFRONT Frame: Clear Anodized Glazing: Clear EXTERIOR MATERIAL KEY PREFINISHED ALUMINUM BATTENS A MFR: LUMABUILT _ STYLE: MOSAIC 1x6 BATTENS COLOR: HAZELNUT BROWN 00, EXCEL HTFAVF f[III$f� EXIT ELEVATION SCALE: 3/16" = V-0" OFFICE ELEVATION SCALE: 3/16" = V-0" HT FAVF ENTRANCE ELEVATION SCALE: 3/16" = V-0" HI EA 135' LO EAVE 134'-0" BARREL RIDGE 12S'-8" T/ PARAPET FRAMINGG22 12S'-6" T/ PARAPET FRAMINGG11 122'-0" TRUSS BRRGG 11411" DOOR/WINDOW HEAD 110'-0" CURB 100'-8" FIRST FLOOR 100'-0 HI EAVE 135'-0" LOLO EAVE 134'-0" BARREL RIDGE 125'-8" T/ PARAPET FRAMING 2 125'-6" T/ PARAPET FRAMING 1 122'-0" TRUSS BRG -11" 114'11 DOOR/WINDOW HEAD 110'-0" 1� 1 CURB 100'-8" FIRST FLOOR 100'-0" STONE VENEER g MFR: EL DORADO STONE STYLE: VANTAGE 30 (6"H x 30"L x -1"D) COLOR: WHITE ELM w/ MATCHING MORTAR JOINT EIFS C TEXTURE: SAND COLOR: PT-6 (MORNING FOG) EIFS TEXTURE: SAND COLOR: PT-3 (WALL STREET) EIFS TEXTURE: SAND COLOR: PT-9 (IN THE NAVY) SINGLE WYTHE CMU F TEXTURE: SMOOTH FACE INTEGRAL COLOR TO MATCH PT-6 (MORNING FOG) LG SINGLE WYTHE CMU TEXTURE: SPLIT FACE INTEGRAL COLOR TO MATCH PT-3 (WALLSTREET) PRECAST STONE SILL COLOR: LIMESTONE PREFINISHED ALUMINUM WALL PANEL J MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) STYLE: R PANEL PREFINISHED STANDING SEAM METAL ROOF PANEL MFR: CTMRS (OR EQUAL) STYLE: LARGE BATTEN 24 GA COLOR: PT-9 (IN THE NAVY) PREFINISHED METAL TRIM AND ACCESSORIES MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) ALUMINUM STOREFRONT SYSTEM GLAZING: CLEAR FRAME: CLEAR ANODIZED CONCRETE CURB TEXTURE: HAND RUB COLOR TO MATCH PT-3 TREX DECK BOARD COLOR TO MATCH PT-3 GENERAL NOTES • ALL SIGNAGE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ALL ADVERTISING SIGNAGE SUBJECT TO SEPARATE SIGN PERMIT SUBMITTAL AND APPROVAL. Always a Better Plan 100 Camelot Drive Fond du Lac, WI 54935 920-926-9800 excelengineer.com COLLABORATION Mister PROJECT INFORMATION uj 00 O Ln L 1 � z . . 2 � W LL Q Ln J N Q U • 0 LU ~ W O W O 1� O (-.0 O V DC Lu (130' - VER 1.1) PROFESSIONAL SEAL PRELIMINARY DATES z 0 rz V z 0 V OI: O O JOB NUMBER 230425900 TUNNEL ELEVATION SCALE: 3/16" = V-0" PRELIMINARY EXTERIOR ELEVATIONS SHEET NUMBER I PRE-1 L EXTERIOR MATERIAL KEY PREFINISHED ALUMINUM BATTENS A MFR: LUMABUILT _ STYLE: MOSAIC 1x6 BATTENS COLOR: HAZELNUT BROWN 00, EXCEL LEFT ELEVATION PRE-3 SCALE: 3/4" = V-0" 1- 5 FRONT ELEVATION PRE-3 SCALE: 3/4" = V-0" • O K It R.-R11 STONE VENEER g MFR: EL DORADO STONE STYLE: VANTAGE 30 (6"H x 30"L x -1"D) COLOR: WHITE ELM w/ MATCHING MORTAR JOINT EIFS C TEXTURE: SAND COLOR: PT-6 (MORNING FOG) EIFS D TEXTURE: SAND COLOR: PT-3 (WALL STREET) EIFS TEXTURE: SAND COLOR: PT-9 (IN THE NAVY) SINGLE WYTHE CMU F TEXTURE: SMOOTH FACE INTEGRAL COLOR TO MATCH PT-6 (MORNING FOG) SINGLE WYTHE CMU TEXTURE: SPLIT FACE L�o1� INTEGRAL COLOR TO MATCH PT-3 (WALLSTREET) (� PRECAST STONE SILL / COLOR: LIMESTONE PREFINISHED ALUMINUM WALL PANEL MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) STYLE: R PANEL PREFINISHED STANDING SEAM METAL ROOF PANEL MFR: CTMRS (OR EQUAL) STYLE: LARGE BATTEN 24 GA COLOR: PT-9 (IN THE NAVY) PREFINISHED METAL TRIM AND ACCESSORIES L MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) ALUMINUM STOREFRONT SYSTEM M GLAZING: CLEAR FRAME: CLEAR ANODIZED OCONCRETE CURB N TEXTURE: HAND RUB COLOR TO MATCH PT-3 p TREX DECK BOARD COLOR TO MATCH PT-3 GENERAL NOTES • ALL SIGNAGE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ALL ADVERTISING SIGNAGE SUBJECT TO SEPARATE SIGN PERMIT SUBMITTAL AND APPROVAL. 8 RIGHT ELEVATION REAR ELEVATION SHELTER PLAN PRE-3 SCALE: 3/4" = V-0" PRE-3 SCALE: 3/4" = V-0" PRE-3 SCALE: 1/2" = V-0" z v Always a Better Plan 100 Camelot Drive Fond du Lac, WI 54935 920-926-9800 excelengineer.com COLLABORATION Mister PROJECT INFORMATION uj N W O Ln L 1 � z . . 2 0 W LL _ Q Q Ln J N Q U • 0 LU ~ W O W O 1� O (-.0 O V DC Lu (130' - VER 1.1) PROFESSIONAL SEAL PRELIMINARY DATES z O rz V z 0 V OI: O O z JOB NUMBER 230425900 Q o� o a a` o M y, % fV O W j O N � � N O v N PRELIMINARY ATTENDANT SHELTER PLANS AND DETAILS SHEET NUMBER ::J= � PRE-3 14'-0" EXTERIOR MATERIAL KEY PREFINISHED ALUMINUM BATTENS A MFR: LUMABUILT STYLE: MOSAIC 1x6 BATTENS COLOR: HAZELNUT BROWN 00, EXCEL 0 ao T/ MASONRY 108'-0" FIRST FLOOR 100'-0" L.IL.AR., 24'-8" PLAN - DUMPSTER & VACUUM ENCLOSURE PRE-4 SCALE: 1/2" = V-0" 4 ELEVATION - VACUUM DOOR PRE-4 SCALE: 1/2" = V-0" 6 ELEVATION - REAR PRE-4 SCALE: 1/2" = V-0" 0 v 3 ELEVATION - DUMPSTER DOORS PRE-4 SCALE: 1/2" = V-0" VIVA&W T/ MASONRY 108'-0" FIRST FLOOR 100'-0" STONE VENEER g MFR: EL DORADO STONE STYLE: VANTAGE 30 (6"H x 30"L x -1"D) COLOR: WHITE ELM w/ MATCHING MORTAR JOINT OEIFS TEXTURE: C TEXTURE: SAND COLOR: PT-6 (MORNING FOG) EIFS D TEXTURE: SAND COLOR: PT-3 (WALL STREET) EIFS TEXTURE: SAND COLOR: PT-9 (IN THE NAVY) SINGLE WYTHE CMU F TEXTURE: SMOOTH FACE INTEGRAL COLOR TO MATCH PT-6 (MORNING FOG) ) SINGLE WYTHE CMU G TEXTURE: SPLIT FACE INTEGRAL COLOR TO MATCH PT-3 (WALLSTREET) O PRECAST STONE SILL COLOR: LIMESTONE PREFINISHED ALUMINUM WALL PANEL MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) STYLE: R PANEL PREFINISHED STANDING SEAM METAL ROOF PANEL K MFR: CTMRS (OR EQUAL) STYLE: LARGE BATTEN 24 GA COLOR: PT-9 (IN THE NAVY) OPREFINISHED METAL TRIM AND ACCESSORIES L MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) OALUMINUM STOREFRONT SYSTEM M GLAZING: CLEAR FRAME: CLEAR ANODIZED OCONCRETE CURB N TEXTURE: HAND RUB COLOR TO MATCH PT-3 P TREX DECK BOARD COLOR TO MATCH PT-3 GENERAL NOTES • ALL SIGNAGE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ALL ADVERTISING SIGNAGE SUBJECT TO SEPARATE SIGN PERMIT SUBMITTAL AND APPROVAL. T/ MASONRY 108'-0" FIRST FLOOR 100'-0" 2 ELEVATION - RIGHT PRE-4 SCALE: 1/2" = V-0" S ELEVATION - LEFT PRE-4 SCALE: 1/2" = V-0" Always a Better Plan 100 Camelot Drive Fond du Lac, WI 54935 920-926-9800 excelengineer.com COLLABORATION Mister PROJECT INFORMATION uj N W O Ln L 1 � z . . 2 � W LL _ Q Q Ln J N Q U • 0 LU ~ W O W O 1� O (-.0 C) V DC Lu (130' - VER 1.1) PROFESSIONAL SEAL PRELIMINARY DATES z O rz V z 0 V OI: O O z JOB NUMBER 230425900 SHEET NUMBER ::J= � PRELIMINARY DUMPSTER & VACUUM ENCLOSURE PLAN & ELEVATIONS PRE-4 EXTERIOR MATERIAL KEY PREFINISHED ALUMINUM BATTENS A MFR: LUMABUILT STYLE: MOSAIC 1x6 BATTENS COLOR: HAZELNUT BROWN EXCEL T/ MASONRY 108'-0" 3 RIGHT ELEVATION PRE-5 SCALE: 1/2" = V-0" T/ MASONRY 108'-0" 5 LEFT ELEVATION PRE-5 SCALE: 1/2" = V-0" 2 REAR ELEVATION PRE-5 SCALE: 1/2" = V-0" L1 H MOO --I- T— I -tT—'— + —1— -7 �- — 4 5 6 4 FRONT ELEVATION PRE-5 SCALE: 1/2" = V-0" T/ MASONRY 108'-0" T/ MASONRY 108'-0" STONE VENEER g MFR: EL DORADO STONE STYLE: VANTAGE 30 (6"H x 30"L x - 1 "D) COLOR: WHITE ELM w/ MATCHING MORTAR JOINT MVE I__I EIFS TEXTURE: SAND COLOR: PT-6 (MORNING FOG) EIFS TEXTURE: SAND COLOR: PT-3 (WALL STREET) EIFS TEXTURE: SAND COLOR: PT-9 (IN THE NAVY) SINGLE WYTHE CMU TEXTURE: SMOOTH FACE INTEGRAL COLOR TO MATCH PT-6 (MORNING FOG) SINGLE WYTHE CMU TEXTURE: SPLIT FACE INTEGRAL COLOR TO MATCH PT-3 (WALLSTREET) PRECAST STONE SILL COLOR: LIMESTONE PREFINISHED ALUMINUM WALL PANEL MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) STYLE: R PANEL PREFINISHED STANDING SEAM METAL ROOF PANEL K MFR: CTMRS (OR EQUAL) STYLE: LARGE BATTEN 24 GA COLOR: PT-9 (IN THE NAVY) PREFINISHED METAL TRIM AND ACCESSORIES MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) OALUMINUM STOREFRONT SYSTEM M GLAZING: CLEAR FRAME: CLEAR ANODIZED OCONCRETE CURB N TEXTURE: HAND RUB COLOR TO MATCH PT-3 p TREX DECK BOARD COLOR TO MATCH PT-3 GENERAL NOTES • ALL SIGNAGE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ALL ADVERTISING SIGNAGE SUBJECT TO SEPARATE SIGN PERMIT SUBMITTAL AND APPROVAL. 0 v um PLAN - VACUUM EQUIPMENT ENCLOSURE PRE-5 SCALE: 1/2" = V-0" Always a Better Plan 100 Camelot Drive Fond du Lac, WI 54935 920-926-9800 excelengineer.com COLLABORATION Mister PROJECT INFORMATION uj N W O Ln L 1 � z . . 2 0 W LL Q Ln J N Q U • 0 LU ~ W O W O 1� O (-.0 O V DC Lu (130' - VER 1.1) PROFESSIONAL SEAL PRELIMINARY DATES z O I• V z 0 JOB NUMBER 230425900 PRELIMINARY VACUUM EQUIPMENT ENCLOSURE PLAN & ELEVATIONS SHEET NUMBER ::J= � PRE-5 EXTERIOR MATERIAL KEY PREFINISHED ALUMINUM BATTENS MFR: LUMABUILT STYLE: MOSAIC 1x6 BATTENS COLOR: HAZELNUT BROWN 00, EXCEL L PATH OF TRAVEL PATH OF TRAVEL PATH OF TRAVEL J CANOPY ELEVATION PRE-6 SCALE: 1/2" = V-0" STONE VENEER g MFR: EL DORADO STONE STYLE: VANTAGE 30 (6"H x 30"L x -1 "D) COLOR: WHITE ELM w/ MATCHING MORTAR JOINT OEIFS C -TEXTURE: SAND COLOR: PT-6 (MORNING FOG) EIFS D TEXTURE: SAND COLOR: PT-3 (WALL STREET) EIFS TEXTURE: SAND COLOR: PT-9 (IN THE NAVY) SINGLE WYTHE CMU F TEXTURE: SMOOTH FACE INTEGRAL COLOR TO MATCH PT-6 (MORNING FOG) ) SINGLE WYTHE CMU G TEXTURE: SPLIT FACE INTEGRAL COLOR TO MATCH PT-3 (WALLSTREET) n PRECAST STONE SILL COLOR: LIMESTONE PREFINISHED ALUMINUM WALL PANEL MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) STYLE: R PANEL PREFINISHED STANDING SEAM METAL ROOF PANEL MFR: CTMRS (OR EQUAL) STYLE: LARGE BATTEN 24 GA COLOR: PT-9 (IN THE NAVY) PREFINISHED METAL TRIM AND ACCESSORIES MFR: CTMRS (OR EQUAL) COLOR: PT-9 (IN THE NAVY) ALUMINUM STOREFRONT SYSTEM GLAZING: CLEAR r R FRAME: CLEAR ANODIZED qCONCRETE CURB TEXTURE: HAND RUB COLOR TO MATCH PT-3 P TREX DECK BOARD COLOR TO MATCH PT-3 GENERAL NOTES • ALL SIGNAGE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ALL ADVERTISING SIGNAGE SUBJECT TO SEPARATE SIGN PERMIT SUBMITTAL AND APPROVAL. Always a Better Plan 100 Camelot Drive Fond du Lac, WI 54935 920-926-9800 excelengineer.com COLLABORATION Mister PROJECT INFORMATION uj N W O Ln L 1 � z . . 2 � W LL Q Ln J N Q U • 0 LU ~ W O W O 1� O (-.0 O V DC Lu (130' — VER 1.1) PROFESSIONAL SEAL PRELIMINARY DATES z O rz V z 0 V OI: O O z JOB NUMBER 230425900 3 CANOPY PLAN PRE-6 SCALE: 1/4" = V-0" 2 CANOPY ELEVATION PRE-6 SCALE: 1/2" = V-0" PRELIMINARY CANOPY PLANS AND DETAILS SHEET NUMBER PRE-6 These provided renderings are representative of a typical Mister Car Wash. The Stillwater Location highlights a different site plan, however these are provided as a reference for what the building and site appurtenances can be expected to resemble. 1 Mister a s _: �40 EXCEL mister 2 .440,00 EXCEL Al ster m: ; �I ki1�� r 1J EXCEL EXCEL i .40o (CEL ■ TRAFFIC IMPACT ANALYSIS MISTER CAR WASH DEVELOPMENT STILLWATER, MINNESOTA Prepared for. Mister Car Wash Prepared By: Kimley-Horn and Associates, Inc. 767 N Eustis Street, Suite 100 St. Paul, MN 55114 DECEMEBER 2023 Kimley)))Horn TRAFFIC IMPACT ANALYSIS MISTER CAR WASH DEVELOPMENT STILLWATER, MINNESOTA REPORT CERTIFICATION I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. U/4�y- Date: 12/22/2023 Jacob Rojer, P.E., PTOE License No. 56767 Mister Car Wash Development Traffic Impact Analysis I December 2023 INTRODUCTION .................................... EXISTING ROADWAY CONDITIONS ......... Existing Roadways ........................ Existing Volumes ........................... PROPOSED DEVELOPMENT ................... Site Trip Generation ....................... Site Trip Distribution and Access ... ANALYSIS ........................................... Existing Conditions ........................ Build Conditions ............................. Queue Analysis ............................. CONCLUSIONS AND RECOMMENDATIONS APPENDIX ........................................... A. Exhibits B. Site Plan C. Turning Movement Counts D. SimTraffic Analysis Results .4 .4 .4 .4 .5 .5 .5 .6 .7 .8 .9 10 11 Mister Car Wash Development Traffic Impact Analysis I December 2023 INTRODUCTION Mister Car Wash is proposing to develop a car wash in the northeast corner of Highway 36 & Greely Street in Stillwater, Minnesota. The approximately 1.39-acre site is currently undeveloped, and the proposed development includes a single car wash tunnel that is served by 3 inbound lanes and the site will also have 24 vacuum stalls. Exhibit 1 in Appendix A shows the proposed project location. The proposed site plan is included in Appendix B. EXISTING ROADWAY CONDITIONS The following study intersections are included in the traffic analysis. • Highway 36 & Greely Street (County Road 66) • Greely Street (County Road 66) & 601h Street/W Frontage Road The study intersections geometry and intersection control are shown in Exhibit 2 in Appendix A. The proposed site access intersections are also included in the analysis. EXISTING ROADWAYS The existing roadway network within the study area includes Highway 36, Greely Street, and 601h Street/W Frontage Road. Highway 36 is primarily an east -west roadway that borders the site to the south and is classified by the Minnesota Department of Transportation (MnDOT) as a Principal Arterial. Within the study area, Highway 36 is a four -lane divided roadway. Highway 36 has dedicated left and right turn lanes at all intersections. The speed limit on Highway 36 is 50 miles per hour (mph). The Annual Average Daily Traffic (AADT) in 2021 was 37,900 vehicles per day (vpd) according to the MnDOT Traffic Mapping Application. Greely Street is a north -south roadway that is west of the site and is classified by MnDOT as a Minor Arterial. Greely Street is a four -lane divided roadway with turn lanes at intersections. There is no posted speed limit on Bassett Drive, therefore the speed limit was assumed to be 30 mph. The AADT in 2019 was 11,800 vpd north of Highway 36 according to the MnDOT Traffic Mapping Application. 60th Street/ W Frontage Road is an east -west roadway that borders the site to the north and east and is classified by MnDOT as a Minor Collector. Within the study area, 601h Street/W Frontage Road is a three - lane undivided roadway with a single lane in each direction and a two way left turn lane. The posted speed limit on 601h Street/W Frontage Road is 30 mph. There are not AADT volumes available for the section of 601h Street near the site however the TMCs collected 13 hours of data which resulted in around 2,400 vehicles. EXISTING VOLUMES Turning movement counts (TMCs) were recorded in February 2023 by MnDOT at the following study intersections: • Highway 36 & Greely Street (County Road 66) • Greely Street (County Road 66) & 601h Street/W Frontage Road Mister Car Wash Development Traffic Impact Analysis I December 2023 The existing peak hour traffic volumes are shown on Exhibit 3. The turning movement count data is provided in Appendix C. PROPOSED DEVELOPMENT The approximately 1.39-acre site redevelopment includes a single car wash tunnel that is served by 3 inbound lanes and the site will also have 26 vacuum stalls. Access is proposed via the existing access south of the site which connects to W Frontage Road as well as a right-in/right-out access along W frontage road north of the site. SITE TRIP GENERATION The trip generation for the development was calculated based on data collected at a comparable Mister Car Wash location in Columbia Heights, MN. The data was collected on Thursday, April 21', 2022. The weather on the day of data collection was mid-50's and sunny, it is anticipated that trip generation and queuing data would be representative of a typical day. Table 1 provides the daily, AM, and PM peak hour trips for the proposed development based on the local data. It is anticipated that the Stillwater location will operate similarly to the Columbia Heights location even though it is anticipated to have more payment stations and vacuum stalls, this is because there is still only one car wash tunnel proposed on the site. The Mankato Mister Car Wash is expected to generate approximately 1,560 daily trips, 99 AM peak hour trips (8:OOAM — 9:OOAM), and 190 PM peak hour trips (4:30PM — 5:30PM). The trip generation counts are attached. Table 1— Site Trip Generation Land Use Description Intensity Daily Trips AM Peak Hour PM Peak Hour In Out Total In Out Total Mister Car Wash 1 car wash 1,560 57 42 99 99 91 190 tunnel It should be noted that car washes typically have a significant portion of the site trips that are pass -by trips. Pass -by traffic reflects the travel patterns of motorists who are already traveling on the adjacent roadway and stop at the site in route to another destination. For purposes of the analysis, all trips were assumed to be primary trips to provide a conservative analysis. SITE TRIP DISTRIBUTION AND ACCESS The site trips were distributed to adjacent roadways based on the current traffic patterns in the area and a general assessment of the major regional roadways surrounding the study area. The following global trip distribution was assumed for the development: • 45% east on Highway 36 • 45% west on Highway 36 • 5% north on Greely Street • 5% south on Greely Street Mister Car Wash Development Traffic Impact Analysis I December 2023 The proposed development will use the existing driveway access located along W Frontage Road as well as provide a new right-in/right-out access along W Frontage Road at the north end of the site. The trip distribution percentages and the trip assignment are shown in Exhibits 4 & 5, respectively. ANALYSIS A capacity analysis was performed to quantify the delay and level of service (LOS) at the study intersections during the AM and PM peak hours. The capacity analysis was performed using Synch ro/S i mTraffic. The capacity of an intersection quantifies its ability to accommodate traffic volumes and is measured in average delay per vehicle. It is expressed in terms of LOS which ranges from A to F, with LOS A as the highest (best traffic flow and least delay), LOS E as saturated or at -capacity conditions, and LOS F as the lowest (oversaturated conditions). The LOS grades shown below, which are provided in the Transportation Research Board's Highway Capacity Manual (HCM), quantify and categorize the driver's discomfort, frustration, fuel consumption, and travel times experienced as a result of intersection control and the resulting traffic queuing. A detailed description of each LOS rating can be found in Table 2. The range of control delay for each rating (as detailed in the HCM) is also shown in Table 2. Because signalized intersections are expected to carry a larger volume of vehicles and stopping is required during red signals, higher delays are tolerated for the corresponding LOS ratings. For unsignalized stop intersections, the intersection LOS is reported as the worst side street movement because the overall intersection LOS is skewed by the free movements at the intersection which experience little to no delay. Table 2 — Level of Service Information Level of Average Control Delay Description Service (seconds/vehicle) Minimal control delay; traffic operates at A 0-10 (Unsignalized); 0-10 (Signalized) primarily free -flow conditions; unimpeded movement within traffic stream. Minor control delay at signalized intersections; B >10-15 (Unsignalized); >10-20 (Signalized) traffic operates at a fairly unimpeded level with slightly restricted movement within traffic stream. Moderate control delay; movement within traffic C >15-25 (Unsignalized); >20-35 (Signalized) stream more restricted than at LOS B; formation of queues contributes to lower average travel speeds. Considerable control delay that may be D >25-35 (Unsignalized); >35-55 (Signalized) substantially increased by small increases in flow; average travel speeds continue to decrease. E >35-50 (Unsignalized); >55-80 (Signalized) High control delay; average travel speed no more than 33 percent of free flowspeed. Extremely high control delay; extensive queuing F >50 (Unsignalized); >80 (Signalized) and high volumes create exceedingly restricted traffic flow. Traffic models for each scenario were developed using Synch ro/S i mTraffic, and the delay and queueing were evaluated for each scenario. The scenarios that were analyzed are as follows: • Existing Conditions • Build Conditions Mister Car Wash Development Traffic Impact Analysis I December 2023 EXISTING CONDITIONS As previously discussed, these volumes were counted in February 2023 by MnDOT. The traffic volumes shown in Exhibit 3 in Appendix A were used in the Existing (2023) analysis. Signal timings at the study area intersections were provided by MnDOT. Tables 3 & 4 show the LOS and delay for the study intersections under Existing (2023) conditions during the AM and PM peak hours respectively. Table 3 - Existing AM Peak Hour Intersection Analysis Intersection Control Approach Operations by Movement Overall Intersection Left Through Right Delay) (sec/veh LOS (sec/veh) elay LOS (sec/veh) elay LOS (sec/veh) elay LOS Greely Street & TH 36 Signal EB 85.4 18.8 16.1 B B 7.2 15.2 A B 27.2 C WB 82.7 NB 96.3 53.3 D 9.4 A SB 92.1 98.9 28.7 C Greely Street & W Frontage Road Signal EB 26.9 C 25.8 C 4.1 A 4.7 A WB 24.9 C 19.1 B 3.7 A NB 7.0 A 2.6 A 1.6 A SB 7.2 A 2.2 A 0.9 A W Frontage Road & Site Access Side Street Stop EB 4.0 A - - 2.6 A 4.0 A WB _ _ _ _ _ _ NB 2.3 A 0.1 A - - SB - - 0.6 A 0.4 A Note: Worst movement reported instead of Overall intersection delay for side street stop controlled intersections. Table 4 - Existing PM Peak Hour Intersection Analysis Intersection Control Approach Operations by Movement Overall Intersection Left Through Right Delay /v (sec eh ) LOS Delay (sc/veh) LOS Delay (sc/veh) LOS Delay (sc/veh) LOS Greely Street & TH 36 Signal EB 100+ 19.2 B 14.0 B 32.7 C WB 80.6 15.6 B 10.0 A NB 88.6 42.4 D 50.1 D SB 89.6 78.1 24.4 C Greely Street & W Frontage Road Signal EB 39.0 D 44.2 D 6.6 A 8.6 A WB 43.1 D 35.8 D 4.5 A NB 9.7 A 2.7 A 1.7 A SB 6.8 A 5.0 A 1.2 A W Frontage Road & Site Access Side Street Stop EB 6.4 A - - 5.8 A 6.4 A WB _ _ _ _ _ _ NB 3.7 A 0.1 A - - SB - - 0.7 A 0.7 A Note: Worst movement reported instead of Overall intersection delay for side street stop controlled intersections. All study intersections and turning movements operate at LOS C or better in the Existing (2023) Conditions. At the intersection of Greely Street & TH 36, many of the lower -volume movements are anticipated to Mister Car Wash Development Traffic Impact Analysis I December 2023 operate at LOS E or F during the AM and PM peak hours, including all left turn movements and the southbound through movement. This is expected because the intersection has very high volumes of traffic during both the AM and PM peak hours and operates with a long cycle length of 200 seconds to keep the overall delay minimized and prioritize traffic along TH 36. All turn lane 951h percentile queues are within their storage capacity during the AM and PM peak hours. The SimTraffic reports are provided in Appendix D. BUILD CONDITIONS The Build traffic volumes shown in Exhibit 6 in Appendix A were developed by adding the project site traffic from Exhibit 5 and the Existing volumes in Exhibit 3. No geometric improvements are planned in conjunction with the development. Signal timings were not adjusted at the study intersections for the Build conditions. Tables 5 & 6 show the LOS and delay for the study intersections under Build conditions during the AM and PM peak hours respectively. Table 5 -Build AM Peak Hour Intersection Analysis Intersection Control Approach Operations by Movement Overall Intersection Left Through Right Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Greely Street & TH 36 Signal EB 80.3 21.2 C 7.6 A 28.6 C W13 80.3 16.4 60.6 B 15.2 11.0 B B NB 92.8 SB 92.5 88.3 30.1 C Greely Street & W Frontage Road Signal EB 25.2 C 21.4 C 4.1 A 6.2 A W B 22.4 C 19.5 B 3.4 A NB 9.2 A 3.6 A 2.1 A SB 9.9 A 3.2 A 1.5 A W Frontage Road & Site Access Side Street Stop EB 4.8 A - - 3.0 A 4.8 A WB _ _ _ _ _ _ NB 1.9 A 0.1 A - - SB - - 0.1 A 0.0 A W Frontage Road & North Access Side Street Stop EB - - 0.5 A 0.4 A 5.8 A W B - - 0.6 A - - NB - - - - 5.8 A SB Note: Worst movement reported instead of Overall intersection delay for side street stop controlled intersections. Mister Car Wash Development Traffic Impact Analysis I December 2023 Table 6 -Build PM Peak Hour Intersection Analysis Operations by Movement Overall Left Through Right Intersection Control Approach Intersection Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS EB 100+ 21.0 C 13.8 B Greely Street & TH 36 Signal WB 77.3 16.5 B 9.8 A 38.4 D NB 86.8 45.1 D 58.5 SB 100+ 81.5 24.7 C Greely Street EB 32.0 C 48.1 D 7.6 A WB 43.1 D 42.4 D 3.8 A & W Frontage 9 Signal 11.4 B NB 9.6 A 3.7 A 2.3 A Road SB 8.8 A 6.3 A 1.8 A EB 7.3 A - - 6.7 A W Frontage Side WB _ _ _ _ _ _ Road & Site Street 7.3 A NB 2.0 A 0.2 A - - Access Stop SB - - 0.2 A 0.1 A W Frontage Road & North Access Side Street Stop EB - - 0.8 A 0.5 A 8.8 A WB 8.8 A NB - - - - 2.6 A SB Note: Worst movement reported instead of Overall intersection delay for side street stop controlled intersections. With the addition of site traffic, the intersection of Greely Street & TH 36 is anticipated to operate at LOS D during the PM peak hour. Delays of turning movements are similar to the Existing (2023) scenario. Other intersections are generally anticipated to see operations in -line with the Existing (2023) scenario. The 9511 percentile queue for the southbound left turn lanes of Greely Street & TH 36 is anticipated to be approaching capacity in the PM peak hour. All other 951h percentile queues are anticipated to remain within their storage length. No mitigation is required, and it is recommended that the site access continue utilizing side street stop control. The SimTraffic reports are provided in Appendix D. QUEUE ANALYSIS As part of the data collection at the Mister Car Wash in Columbia Heights, a camera was set up to observe the queues entering the car wash. Video was observed during peak periods to determine the impacts of the queuing on site. The results of the observations are listed below. The maximum observed queue was 7 vehicles during the PM peak hour (4 vehicles in front of the car wash payment and 3 vehicles behind the car wash payment). During the PM peak hour (highest traffic volumes), there were minimal queuing issues on site with typically no more than 1 vehicle at each of the two payment stations on site. It was observed that the majority of vehicles were part of the Wash Club and therefore had minimal to no wait at the payment stations. Based on the site plan, the proposed Mister Car Wash in Stillwater will have 3 payment stations. With each lane able to accommodate at least 4 vehicles behind the payment station and then up to an additional 5 Mister Car Wash Development Traffic Impact Analysis I December 2023 vehicles in front of the payment stations. This results in a total stacking capacity of around 17 vehicles on site without impacting site operations. Based on the observed queues and the proposed site plan, it is anticipated that all queues during typical operations can be accommodated on site without impacting site circulation or adjacent streets. CONCLUSIONS AND RECOMMENDATIONS Mister Car Wash is proposing a car wash facility at the northwest corner of the intersection of Greely Street & TH 36. The approximately 1.39-acre site is currently unoccupied, and the proposed development includes a single car wash tunnel that is served by 3 inbound lanes and the site will also have 24 vacuum stalls. The Stillwater Mister Car Wash is expected to generate approximately 1,560 daily trips, 105 AM peak hour trips (8:OOAM — 9:OOAM), and 185 PM peak hour trips (4:30PM — 5:30PM). The proposed development will utilize the shared access which connects to W Frontage Road and will have a right-in/right-out on the north side of the site. A capacity analysis was performed for the Existing Conditions and the Build Conditions. The operations at the study intersections in the Existing Conditions and Build Conditions are acceptable in all analysis scenarios with all study intersections operating at a LOS D or better. The observed maximum queue at the Columbia Heights Mister Car Wash was 7 vehicles. With the proposed site layout providing storage on -site for approximately 17 vehicles, the car wash queues are not anticipated to impact operations of adjacent land uses or public streets. There are no queueing issues in the any of the analysis scenarios at the study area intersections. No geometric mitigation is recommended as a result of the development. Mister Car Wash Development Traffic Impact Analysis I December 2023 APPENDIX A. Exhibits B. Site Plan C. Turning Movement Counts D. SimTraffic Analysis Results Mister Car Wash Development Traffic Impact Analysis I December 2023 APPENDIX A: EXHIBITS Mister Car Wash Development Traffic Impact Analysis I December 2023 l Kimley)))Horn s dim s.•..� NAMI 40 tA t S. N W Frontage Road h R, • MINNESOIA� 41 sue: � • a ii 3 O Study Intersection All • Site Access Point 0 Proposed Site Boundary i � EXHIBIT 1 PROJECT LOCATION MAP `- 00 Ad tA TT — t N Frontage Road 0 AD doT ` '- �• T / • Ir lip 40 _t. LEGENDoil OStudy Intersection ■�■ Stop Control © Signal Control EXHIBIT 2 Kimley>>> Horn EXISTING YEAR (2023) GEOMETRY AND INTERSECTION CONTROL 4-- 15(50) 15 (50) < -2 ( + 720(25) 35(70) 40o 5 (20) _41 10 (20) 15 (125) 40 "for N Frontage Road � ff// J ) Kimley))) Horn EXHIBIT 3 EXISTING YEAR (2023) TRAFFIC VOLUMES XY ALI I Kirnley))) Horn W Frontage Road 401*� k~ 1 +—(100%) 2 OWN .............. 45% T A LEGEND 0 Study Intersection IN (OUT%)Trip Assignment tL Global Distribution Site Location EXHIBIT 4 SITE TRAFFIC DISTRIBUTION ai 2 2(5) (5) 40 (86) W Frontage Road F6-6-] It MINNES01i m db flil- 41b. --EWA,, 20) T 26 (45) 63' <-- 42 (91) 43 (74 ja • 41 Kimley))) Horn EXHIBIT 5 SITE TRIPS 4#19 ..� }� .n v ui � 1 y �• t - _ � G1 o N IN 17 (55) , 75 (156) i r" 112 (241) i► At 40 5 (20) � I / 1 10 (20) � G1 / M 108 (199) 15 (125) o 43 (74) t� M W Frontage Road , 6si 1 � � 7 66 + t Ott- - --- - - T 'T n t! • 236 035) y F-1280 (1065) 156(170) 765 (1505) o 0 20 (80) LEGEND f• O Study Intersection xx(xx) AM (PM) Peak Hour Traffic Volumes Site Location EXHIBIT 6 Kimley>>> Horn EXISTING (2023) WITH BUILD TRAFFIC VOLUMES APPENDIX 6: SITE PLAN Mister Car Wash Development Traffic Impact Analysis I December 2023 c-� m 10r. 0 N I - I I 1 I I I I I I I I 1 I I I I 1 I I I I I I I I I60TH ST. N. 30 ^ d � W � oF"."' --------- I I � I I I I I I , I I I I I I I � I , I I I I I I I 1 � I t I I I I I , I I I I I I I 18' j I I 1 I I I I I I I � � M I I II ,v a HIGHWAY 36 4 PROPERTY SUMMARY STILLWATER MN TOTAL PROPERTY AREA I 1.39AC ZONING SUMMARY EXISTING ZONING BP-C PROPOSED ZONING BP-C LANDSCAPE SETBACKS FRONT: 40' SIDE: 20' REAR: BUILDING SETBACKS FRONT: 40' SIDE: 20' REAR: 30' PARKING PROPOSED VACUUM STALLS 24 PROPOSED EMPLOYEE STALLS 3 LEGEND — — — — PROPERTY LINE — — — — — — — SETBACK LINE EASEMENT PROPOSED CONCRETE SIDEWALK PROPOSED LANDSCAPING NOTES Disclaimer: Property ofMister Car Wash, Not toscale. Not NO: REVISIONS: DRAWN BY: DATE: DRAWN ` KL 0 222 E. 5TH STREET MN 2561 STILLWATER for constration. Verification ofsite specific (much aasand APPROVED LAYOUT romphaeTresphEederal,Stotesmrm rand/orodesisme 1 BUILDING WIDTH VACUUM STALLS CURB CUT. KL 11/13/23 DATE: TUCSON, AZ 85705 extasivarespansihNityafthecastamerana�ararrhitets 11/13/2023 Engineer. these drawings reflect requirements for MISTER www.mister(orwash.com 14100 60TH ST. N. - STILLWATER, MN 55082 othergmanuffaturers if any, for sthe trequirements. SITE PLAN S`"" N.T.S. 1 of 1 APPENDIX C: TURNING MOVEMENT COUNTS Mister Car Wash Development Traffic Impact Analysis I December 2023 ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: Greeley Street & North Frontage Road Site Code 104 Date: 2/8/2023 Ref Pt: N/A Duration: 6:00-19:00 Page No: 1 of 4 All Vehicles (Cars & Trucks) Printed U- Turn -- Left 3 Greeley Southbound Thru 12 Street Right - App, Peds� Total Bkei 15 - U- Turn North Left Frontage Westbound Thru Road R light App. Total Ped� Bilk U- Turn -- Left 1 Greeley Northbound Thru 26 Street Righ t 7 App - Ped Tota� Bik� 34 - U- Turn - North Left 1 Frontage Eastbound Thru - Road Right - App. Total 1 Peds/ Bikes -- Veh lint. Veh -- 6:00 -- 1 -- 1 2 -- 6:15 -- 4 23 2 29 - -- 1 3 1 5 -- -- 5 25 -- 30 - - 1 1 3 5 -- 652 9 -- 6:30 -- 1 21 2 24 - - - -- -- 0 - -- 10 33 4 47 - - 2 - 3 5 -- 76 -- 6:45 -- 9 38 1 48 - -- - 2 -- 2 -- -- 13 74 6 93 - - 1 - 2 3 -- 146 -- Hour Total - 17 94 5 116 -- - 2 5 2 9 - -- 29 158 17 204 - - 5 1 8 14 -- 343 -- 7:00 -- 6 41 4 51 - -- 17 2 9 28 -- -- 14 44 10 68 - - - 1 3 4 -- 151 - 7:15 -- 4 65 5 74 - -- 6 3 -- 9 -- -- 9 85 6 100 - - - - - 0 - 183 - 7:30 -- 7 72 -- 79 -- -- 8 2 2 12 -- -- 28 93 5 126 -- - 2 1 3 6 - 223 - 7:45 -- 4 69 2 75 -- -- 5 4 7 16 -- 1 29 90 10 130 -- - 1 3 2 6 -- 227 - HourTotal -- 21 247 11 279 -- - 36 11 18 65 - 1 80 312 31 424 - - 3 5 8 16 -- 784 -- 8:00 -- 10 46 2 58 -- -- 16 7 2 25 -- -- 23 54 12 89 - - 1 2 6 9 -- 181 -- 8:15 -- 6 51 7 64 -- -- 11 5 6 22 -- -- 21 61 9 91 - -- 5 2 3 10 -- 187 -- 8:30 -- 15 63 1 79 - -- 6 5 8 19 -- -- 22 77 6 105 -- -- 5 2 7 14 -- 217 -- 8:45 -- 7 58 5 70 - -- 6 1 4 11 -- 1 27 75 10 113 -- -- 2 1 6 9 -- 203 -- Hour Total -- 38 218 15 271 -- -- 39 18 20 77 -- 1 93 267 37 398 -- -- 13 7 22 42 -- 788 -- 9:00 -- 8 48 6 62 - -- 3 2 5 10 -- -- 9 53 8 70 -- -- 4 1 3 8 -- 150 -- 9:15 -- 2 40 6 48 - -- 9 4 3 16 -- -- 15 59 5 79 -- -- 2 3 2 7 -- 150 -- 9:30 1 7 64 7 79 - -- 3 4 6 13 -- -- 16 50 8 74 - - 2 5 7 14 -- 180 -- 9:45 -- 13 71 5 89 - -- 4 3 10 17 -- - 19 62 20 101 - - 4 4 12 20 -- 227 -- Hour Total 1 30 223 24 278 - -- 19 13 24 56 -- - 59 224 41 324 -- -- 12 13 24 49 -- 707 -- 10:00 -- 8 39 5 52 - -- 14 4 6 24 - - 19 51 9 79 -- - -- 3 15 18 -- 173 -- 10:15 -- 6 54 3 63 - -- 12 6 5 23 - - 11 57 3 71 -- - 1 -- 19 20 -- 177 -- 10:30 1 5 61 6 73 - -- 6 1 4 11 - - 14 56 14 84 -- - 2 3 10 15 -- 183 -- 10:45 -- 11 70 10 91 - -- 11 4 10 25 - - 19 51 15 85 - -- -- 4 15 19 -- 220 -- Hour Total 1 30 224 24 279 - -- 43 15 25 83 -- -- 63 215 41 319 - -- 3 10 59 72 -- 753 -- 11:00 -- 14 49 10 73 - -- 14 2 5 21 - - 16 53 9 78 - -- 6 1 13 20 -- 192 - 11:15 -- 6 76 8 90 - -- 11 3 9 23 - - 14 52 10 76 - -- 4 7 13 24 1 213 1 11:30 -- 7 75 6 88 - -- 18 10 7 35 - - 21 56 9 86 -- -- 7 5 17 29 -- 238 - 11:45 -- 12 65 5 82 - -- 10 3 3 16 - 1 23 55 12 91 -- -- 1 7 22 30 -- 219 Hour Total -- 39 265 29 333 - -- 53 18 24 95 -- 1 74 216 40 331 -- -- 18 20 65 103 1 862 1 12:00 -- 13 69 13 95 - -- 14 9 11 34 - - 16 41 13 70 - -- 3 7 18 28 - 227 -- 12:15 -- 6 62 9 77 -- -- 4 8 10 22 - -- 12 51 15 78 -- -- 1 6 16 23 - 200 -- 12:30 -- 8 58 8 74 -- -- 9 8 8 25 -- -- 11 61 10 82 -- -- 11 10 20 41 - 222 -- 12:45 -- 13 74 8 95 -- -- 15 9 9 33 -- -- 34 52 8 94 -- -- 1 9 12 22 - 244 -- Hour Total -- 40 263 38 341 -- -- 42 34 38 114 -- -- 73 205 46 324 -- -- 16 32 66 114 - 893 -- 13:00 -- 10 67 12 89 -- -- 19 2 9 30 -- -- 14 68 10 92 -- - 6 7 12 25 - 236 - 13:15 -- 4 62 9 75 -- -- 20 7 9 36 -- -- 8 61 8 77 - -- 10 4 20 34 - 222 -- 13:30 -- 5 48 5 58 -- -- 14 6 9 29 -- -- 18 73 10 101 - -- 10 6 17 33 - 221 -- 13:45 -- 6 61 7 74 -- -- 13 3 12 28 -- -- 19 71 7 97 - -- 4 3 15 22 1 221 1 Hour Total - 25 238 33 296 -- -- 66 18 39 123 - - 59 273 35 367 -- -- 30 20 64 114 1 900 1 14:00 -- 8 74 5 87 - -- 14 7 12 33 -- -- 20 78 16 114 - -- 3 4 27 34 -- 268 - 14:15 1 6 97 8 112 - -- 14 1 8 23 -- -- 16 75 7 98 - -- 2 7 13 22 -- 255 - 14:30 -- 8 91 6 105 - -- 12 3 7 22 -- -- 19 59 15 93 - - 3 6 35 44 -- 264 -- 14:45 -- 17 74 2 93 - -- 12 4 15 31 -- -- 17 71 12 100 - - 4 6 21 31 -- 255 HourTotal1 39 336 21 397 -- -- 52 15 42 109 - -- 72 283 50 405 -- -- 12 23 96 131 - 1042 -- 15:00 -- 8 91 9 108 - -- 12 4 11 27 -- -- 18 68 11 97 -- -- 2 3 15 20 -- 252 - 15:15 -- 9 93 8 110 - -- 14 5 10 29 -- -- 18 55 8 81 -- -- 4 9 26 39 -- 259 - 15:30 -- 6 103 11 120 - -- 11 6 8 25 -- -- 20 76 8 104 -- -- 3 18 31 52 -- 301 - 15:45 -- 22 99 4 125 - -- 8 3 8 19 -- -- 17 88 16 121 -- -- 8 4 26 38 -- 303 Hour Total - 45 386 32 463 - -- 45 18 37 100 - - 73 287 43 403 -- -- 17 34 98 149 -- 1115 -- 16:00 -- 13 120 11 144 - -- 22 10 14 46 -- -- 19 57 8 84 -- -- 8 5 27 40 -- 314 -- 16:15 -- 12 111 9 132 - -- 15 6 9 30 -- -- 14 70 18 102 - -- 3 2 29 34 -- 298 -- 16:30 -- 13 123 8 144 - -- 15 3 13 31 -- -- 12 70 15 97 - -- 2 7 31 40 -- 312 -- 16:45 -- 9 92 7 108 - -- 18 6 13 37 -- -- 14 59 17 90 -- -- 3 5 36 44 -- 279 Hour Total -- 47 446 35 528 - -- 70 25 49 144 - - 59 256 58 373 -- -- 16 19 123 158 -- 1203 -- 17:00 -- 10 86 3 99 - -- 14 4 17 35 -- -- 15 69 17 101 -- -- 3 5 47 55 -- 290 - 17:15 -- 10 81 3 94 - -- 6 3 7 16 -- -- 10 78 11 99 -- -- 4 5 36 45 -- 254 - 17:30 -- 6 56 7 69 - -- 5 2 6 13 -- 1 16 71 13 101 -- -- 5 6 32 43 -- 226 - 17:45 -- 8 73 2 83 - -- 13 6 8 27 -- -- 23 43 7 73 -- -- 5 5 18 28 - 211 Hour Total -- 34 296 15 345 - -- 38 15 38 91 -- 1 64 261 48 374 -- -- 17 21 133 171 -- 981 -- 18:00 1 5 68 9 83 - -- 18 4 15 37 - 1 16 50 9 76 - -- 1 2 13 16 -- 212 - 18:15 -- 6 71 7 84 - -- 9 3 7 19 - - 19 42 6 67 - -- 3 3 14 20 -- 190 - 18:30 -- -- 51 5 56 - -- 9 2 8 19 - - 11 38 7 56 -- -- 2 6 18 26 -- 157 - 18:45 -- 3 62 3 68 - -- 8 2 2 12 - - 6 49 5 60 -- -- -- 4 17 21 -- 161 Hour Total 1 14 252 24 291 -- -- 44 11 32 87 -- 1 52 179 27 259 - -- 6 15 62 83 -- 720 -- Grand Total 4 419 3488 306 4217 -- -- 549 216 388 1153 -- 5 850 3136 514 4505 -- -- 168 220 828 1216 2 11091 2 %ofApp. 0.1% 9.9% 82.7% 7.3% 0.0% 47.6% 18.7% 33.7% 0.1% 18.9% 69.6% 11.4% 0.0% 13.8% 18.1% 68.1% %of Total 0.0% 3.8% 31.4% 2.8% 38.0% 0.0% 0.0% 4.9% 1.9% 3.5% 10.4% 0.0% 0.0% 7.7% 28.3% 4.6% 40.6% 0.0% 0.0% 1.5% 2.0% 7.5% 11.0% ##### Cars Total 4 415 3432 300 4151 -- -- 547 213 386 1146 -- 5 842 3088 511 4446 -- -- 167 217 815 1199 2 10942 2 Cars % of 100% 99.0% 98.4% 98.0% 98.4% 0.0% 0.0% 99.6% 98.6% 99.5% 99.4% 0.0% 100% 99.1% 98.5% 99.4% 98.7% 0.0% 0.0% 99.4% 98.6% 98.4% 98.6% ##### 98.7% Movement Trucks Total -- 4 56 6 66 -- -- 2 3 2 7 -- -- 8 48 3 59 -- -- 1 3 13 17 -- 149 -- Trucks%of 0.0% 1.0% 1.6% 2.0% 1.6% -- 0.0% 0.4% 1.4% 0.5% 0.6% -- 0.0% 0.9% 1.5% 0.6% 1.3% -- 0.0% 0.6% 1.4% 1.6% 1.4% -- 1.3% Movement ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: Greeley Street & North Frontage Road Site Code 104 Date: 2/8/2023 Ref Pt: N/A Duration: 6:00-19:00 Page No: 2 of 4 N Ul m d N 01 ao L � m z Peds/ Bikes 0 Right Thru Lek 11 238 27 V L AM Peak Hour Data Peak Hour Begins At: 7:30 Total Vehicles: 818 Truck %: 1.1 % i � r 102 298 36 Left Thru Right Peds/ Bikes 0 V � L K � L F o J a v x o a m ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: Greeley Street & North Frontage Road Site Code 104 Date: 2/8/2023 Ref Pt: N/A Duration: 6:00-19:00 Page No: 3 of4 N Ul m d N z o Peds/ Bikes 0 Right Thru Left 37 2II6nII1 35 V L Mid Peak Hour Data Peak Hour Begins At: 12:30 Total Vehicles: 924 Truck %: 1.4% I i � 67 242 36 Left Thru Right Peds/ Bikes 0 N L M � K N � M J °1 ma ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: Greeley Street & North Frontage Road Site Code 104 Date: 2/8/2023 Ref Pt: N/A Duration: 6:00-19:00 Page No: 4 of 4 N v v o d m W� J N z � .1 Peds/ Bikes 0 Right Thru Left 32 453 60 L PM Peak Hour Data Peak Hour Begins At: 15:45 Total Vehicles: 1227 Truck %: 0.7% i � r 62 285 57 Left Thru Right Peds/ Bikes 0 V y . bD K N � °1 ma ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: TH 36 & Greeley Street Site Code 103 Date: 2/8/2023 Ref Pt: N/A Duration: 5:00-23:00 Page No: 1 of 5 All Vehicles (Cars & Trucksl Printed U- Turn -- 4 Greeley Southbound — Street 6 App. Pedsl Total Bikej 10 — U- Turn Left TH Westbound Thru 36 Right App. Ped� Total Oakgreen Turn -- 4 Northbound -- Avenue t 1 App. P cis Total B!iki� 5 — I U- Turn — Left 5 TH Eastbound Thru 37 36 Right — App. Peds/ Total Bikes 42 — lint. Veh 195 — 5:00 -- 4 130 4 138 -- 5:15 -- 1 — 4 5 — 1 6 185 9 201 -- -- 2 1 1 4 — — 4 62 1 67 — 277 — 5:30 -- 5 3 6 14 — -- 3 188 10 201 -- -- 3 4 3 10 -- -- 6 109 -- 115 — 340 — 5:45 -- 8 4 3 15 — -- 10 201 21 232 -- -- 6 5 6 17 -- -- 12 113 -- 125 — 389 Hour Total -- 18 7 19 44 — 1 23 704 44 772 — -- 15 10 11 36 -- -- 27 321 1 349 -- 1201 -- 6:00 -- 2 3 7 12 — -- 4 234 11 249 -- — 4 8 4 16 — -- 10 102 1 113 -- 390 — 6:15 -- 11 4 11 26 — -- 14 311 17 342 -- — 15 4 2 21 — -- 8 85 1 94 -- 483 — 6:30 -- 14 7 4 25 — -- 7 333 30 370 -- — 15 3 2 20 — -- 12 126 2 140 -- 555 — 6:45 -- 13 8 19 40 — -- 19 302 48 369 -- — 14 6 3 23 — -- 30 136 2 168 -- 600 Hour Total -- 40 22 41 103 -- -- 44 1180 106 1330 — -- 48 21 11 80 — — 60 449 6 515 -- 2028 -- 7:00 -- 11 26 25 62 — 1 10 321 33 365 -- -- 18 14 11 43 — — 21 132 1 154 -- 624 -- 7:15 -- 10 29 27 66 -- -- 23 358 46 427 -- -- 14 25 13 52 -- -- 26 178 2 206 -- 751 -- 7:30 -- 22 17 42 81 -- -- 15 323 62 400 — -- 20 26 23 69 -- -- 41 197 1 239 -- 789 -- 7:45 -- 19 29 32 80 -- -- 20 359 71 450 1 -- 23 24 9 56 -- 1 32 211 8 252 -- 838 1 Hour Total — 62 101 126 289 -- 1 68 1361 212 1642 1 -- 75 89 56 220 -- 1 120 718 12 851 -- 3002 1 8:00 -- 18 25 27 70 -- -- 20 237 43 300 -- -- 14 16 18 48 — -- 28 175 7 210 -- 628 -- 8:15 -- 20 17 24 61 -- -- 12 275 42 329 -- -- 15 21 14 50 — -- 19 196 5 220 -- 660 -- 8:30 -- 29 26 27 82 -- -- 13 239 52 304 -- -- 22 18 14 54 — -- 27 175 2 204 -- 644 -- 8:45 -- 23 24 22 69 — -- 20 239 51 310 -- -- 20 20 6 46 — -- 39 220 6 265 — 690 Hour Total -- 90 92 100 282 -- — 65 990 188 1243 — — 71 75 52 198 -- -- 113 766 20 899 -- 2622 -- 9:00 -- 29 17 12 58 — -- 16 230 29 275 -- -- 12 20 18 50 -- 1 22 184 3 210 — 593 — 9:15 -- 17 13 22 52 — -- 17 207 38 262 -- -- 6 17 12 35 -- -- 23 163 6 192 — 541 -- 9:30 -- 30 23 23 76 — -- 18 202 34 254 -- -- 22 22 15 59 -- -- 19 168 9 196 — 585 -- 9:45 -- 28 34 31 93 — -- 17 197 35 249 -- -- 13 26 15 54 -- -- 36 187 6 229 — 625 -- Hour Total -- 104 87 88 279 -- — 68 836 136 1040 -- -- 53 85 60 198 — 1 100 702 24 827 -- 2344 -- 10:00 -- 22 20 22 64 — -- 14 183 27 224 -- -- 13 25 20 58 -- -- 24 195 7 226 — 572 — 10:15 -- 39 34 24 97 — -- 18 188 33 239 -- -- 10 16 17 43 -- -- 20 188 4 212 — 591 — 10:30 -- 28 23 23 74 — -- 22 181 23 226 -- -- 13 24 21 58 -- -- 36 181 8 225 — 583 — 10:45 -- 35 37 17 89 -- -- 16 200 36 252 -- -- 12 18 20 50 -- 3 34 171 18 226 — 617 Hour Total -- 124 114 86 324 -- — 70 752 119 941 -- -- 48 83 78 209 — 3 114 735 37 889 -- 2363 -- 11:00 -- 23 34 25 82 -- -- 22 190 24 236 -- -- 18 31 17 66 -- 1 22 168 13 204 — 588 -- 11:15 -- 31 36 30 97 -- -- 19 200 34 253 -- -- 11 17 25 53 -- 1 26 207 9 243 -- 646 -- 11:30 -- 45 34 35 114 -- -- 18 201 31 250 -- -- 15 31 30 76 -- 1 25 225 5 256 -- 696 -- 11:45 -- 40 37 28 105 -- -- 32 176 34 242 -- -- 19 27 21 67 -- -- 31 213 12 256 -- 670 -- Hour Total -- 139 141 118 398 -- — 91 767 123 981 — -- 63 106 93 262 — 3 104 813 39 959 -- 2600 -- 12:00 -- 26 32 42 100 -- -- 24 171 22 217 -- -- 17 20 34 71 -- 1 26 203 8 238 -- 626 -- 12:15 -- 34 32 18 84 -- -- 23 194 18 235 -- -- 24 33 24 81 -- -- 29 212 9 250 -- 650 -- 12:30 1 39 30 25 95 -- -- 14 192 35 241 -- -- 21 25 24 70 -- -- 18 241 6 265 -- 671 -- 12:45 -- 36 33 22 91 -- -- 22 196 37 255 -- -- 23 23 24 70 — -- 34 236 13 283 — 699 -- Hour Total 1 135 127 107 370 — — 83 753 112 948 — -- 85 101 106 292 -- 1 107 892 36 1036 -- 2646 -- 13:00 -- 35 36 37 108 -- 1 17 183 29 230 -- -- 16 36 34 86 — -- 27 203 4 234 -- 658 — 13:15 -- 45 26 24 95 -- 1 21 204 27 253 -- -- 17 27 33 77 — -- 22 255 17 294 -- 719 -- 13:30 -- 26 26 24 76 -- -- 18 191 42 251 -- -- 17 41 30 88 — -- 21 300 8 329 -- 744 -- 1345 -- 28 29 18 75 -- -- 23 219 28 270 -- -- 14 33 26 73 — -- 36 306 9 351 -- 769 -- HourTotal -- 134 117 103 354 -- 2 79 797 126 1004 -- — 64 137 123 324 -- -- 106 1064 38 1208 -- 2890 -- ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: TH 36 & Greeley Street Site Code 103 Date: 2/8/2023 Ref Pt: N/A Duration: 5:00-23:00 Page No: 2 of 5 All Vehicles (Cars & Trucksl Printed U- Turn Left Greeley Southbound Thru Street Right App. Pedsl Total Bikej U- Turn Left TH Westbound Thru 36 Right App Tota'I Pej Biki U- Turn Oakgreen Left Northbound Thru Avenue Right App. Total Ped B i k' il� U- Turn Left TH Eastbound Thru 36 Right App. Peds/ Total Bikes lint. Veh Ve 14:00 -- 43 31 37 111 - 1 24 259 29 313 -- -- 17 46 35 98 - -- 35 293 12 340 -- 862 -- 14:15 -- 51 43 34 128 - 1 18 246 28 293 -- -- 19 42 60 121 -- -- 27 329 19 375 -- 917 -- 14:30 -- 55 46 43 144 - -- 24 269 32 325 -- -- 17 34 48 99 -- -- 27 327 8 362 -- 930 -- 14:45 -- 43 33 36 112 - 1 26 307 42 376 -- -- 12 28 40 80 - -- 31 324 12 367 -- 935 -- Hour Total -- 192 153 150 495 -- 3 92 1081 131 1307 - -- 65 150 183 398 -- -- 120 1273 51 1444 -- 3644 -- 15:00 -- 29 36 43 108 - -- 20 243 29 292 - - 17 32 37 86 1 -- 30 300 11 341 -- 827 1 15:15 -- 58 43 32 133 - 1 23 267 28 319 - - 11 28 39 78 1 1 20 243 15 279 -- 809 1 15:30 -- 59 54 39 152 - -- 22 229 30 281 -- - 23 32 45 100 - -- 36 392 9 437 -- 970 - 15:45 -- 47 39 24 110 - -- 24 271 33 328 -- - 21 35 39 95 - 2 52 397 12 463 -- 996 Hour Total - 193 172 138 503 -- 1 89 1010 120 1220 - -- 72 127 160 359 2 3 138 1332 47 1520 -- 3602 2 16:00 -- 70 56 49 175 - -- 23 284 34 341 -- -- 19 22 37 78 - -- 26 359 19 404 -- 998 -- 16:15 -- 57 50 59 166 - -- 25 266 30 321 -- -- 31 35 33 99 - -- 31 349 25 405 -- 991 -- 16:30 -- 82 63 38 183 - -- 20 252 29 301 -- -- 20 35 31 86 -- -- 29 429 16 474 -- 1044 -- 16:45 -- 71 38 32 141 - -- 22 263 19 304 -- -- 22 31 38 91 -- 1 38 366 17 422 -- 958 Hour Total -- 280 207 178 665 -- - 90 1065 112 1267 -- -- 92 123 139 354 -- 1 124 1503 77 1705 -- 3991 - 17:00 -- 65 54 33 152 - -- 21 252 25 298 -- -- 25 50 46 121 - 1 32 320 13 366 -- 937 - 17:15 1 71 41 15 128 - -- 14 190 23 227 -- -- 20 26 45 91 -- -- 40 336 12 388 - 834 - 17:30 -- 55 21 23 99 - -- 16 178 25 219 -- -- 13 33 31 77 -- -- 42 306 15 363 - 758 - 17:45 -- 37 32 29 98 - -- 16 185 31 232 -- -- 13 22 27 62 -- -- 20 343 14 377 -- 769 Hour Total 1 228 148 100 477 - -- 67 805 104 976 - - 71 131 149 351 -- 1 134 1305 54 1494 -- 3298 -- 18:00 -- 34 45 21 100 - -- 15 174 17 206 - -- 17 19 26 62 -- -- 25 294 12 331 -- 699 - 18:15 -- 35 39 23 97 - -- 6 203 25 234 - -- 12 23 22 57 -- -- 12 270 13 295 -- 683 - 18:30 -- 30 25 15 70 - -- 11 150 15 176 - -- 14 20 19 53 -- -- 16 191 13 220 - 519 - 18:45 -- 32 21 38 91 - - 8 122 15 145 -- -- 12 22 24 58 -- -- 18 170 10 198 - 492 Hour Total -- 131 130 97 358 -- - 40 649 72 761 - -- 55 84 91 230 -- -- 71 925 48 1044 -- 2393 -- 19:00 -- 31 18 15 64 - - 9 125 12 146 -- -- 9 11 18 38 -- -- 14 187 14 215 -- 463 - 19:15 -- 27 13 18 58 - - 3 111 9 123 -- -- 7 10 21 38 -- -- 12 168 8 188 -- 407 - 19:30 -- 20 15 17 52 - 1 7 123 6 137 -- -- 7 17 15 39 -- -- 12 161 9 182 -- 410 - 19:45 -- 22 6 9 37 -- 2 3 98 6 109 -- -- 7 10 7 24 -- -- 20 141 3 164 -- 334 Hour Total -- 100 52 59 211 -- 3 22 457 33 515 -- -- 30 48 61 139 -- -- 58 657 34 749 -- 1614 -- 20:00 -- 30 14 14 58 -- -- 7 74 9 90 - - 7 9 10 26 -- -- 15 144 7 166 - 340 -- 20:15 -- 23 11 20 54 - -- 4 85 13 102 - - 4 7 6 17 -- -- 9 146 4 159 - 332 -- 20:30 -- 17 6 16 39 - -- 13 86 9 108 - - 7 4 13 24 -- -- 9 116 5 130 - 301 -- 20:45 -- 5 5 10 20 - -- 2 82 4 88 - - 13 8 8 29 -- -- 9 109 3 121 - 258 Hour Total -- 75 36 60 171 -- -- 26 327 35 388 - - 31 28 37 96 -- -- 42 515 19 576 -- 1231 -- 21:00 -- 13 6 15 34 - 1 1 64 13 79 - - 5 8 7 20 -- -- 11 119 7 137 -- 270 -- 21:15 -- 15 3 17 35 - -- 3 67 6 76 - -- 9 9 11 29 - -- 13 111 -- 124 - 264 -- 21:30 -- 13 6 3 22 - -- 5 66 7 78 -- -- 7 6 6 19 - -- 2 114 1 117 - 236 -- 21:45 -- 4 5 4 13 - -- 4 41 7 52 -- -- 4 9 9 22 - -- 5 101 2 108 -- 195 -- Hour Total -- 45 20 39 104 - 1 13 238 33 285 -- -- 25 32 33 90 -- -- 31 445 10 486 -- 965 -- 22:00 -- 6 5 4 15 - -- 1 70 7 78 - - 16 4 5 25 - - -- 111 3 114 - 232 - 22:15 -- 5 5 4 14 - -- -- 43 2 45 - - 8 3 2 13 - - 6 57 1 64 - 136 - 22:30 -- 8 3 2 13 - -- 2 89 6 97 - - 7 -- 1 8 - -- 6 60 1 67 - 185 - 22:45 -- 2 2 3 7 - -- 2 83 11 96 - - 4 2 2 8 - -- 5 39 3 47 - 158 Hour Total -- 21 15 13 49 - -- 5 285 26 316 -- -- 35 9 10 54 -- -- 17 267 8 292 -- 711 -- Grand Total 2 2111 1741 1622 5476 -- 12 1035 14057 1832 16936 1 -- 998 1439 1453 3890 2 14 1586 14682 561 16843 -- 43145 3 %ofApp. 0.0% 38.6% 31.8% 29.6% 0.1% 6.1% 83.0% 10.8% 0.0% 25.7% 37.0% 37.4% 0.1% 9.4% 87.2% 3.3% %of Total 0.0% 4.9% 4.0% 3.8% 12.7% 0.0% 0.0% 2.4% 32.6% 4.2% 39.3% 33.3% 0.0% 2.3% 3.3% 3.4% 9.0% 66.7% 0.0% 3.7% 34.0% 1.3% 39.0% 0.0% Cars Total 2 2082 1723 1591 5398 -- 12 1008 13247 1810 16077 1 - 986 1422 1427 3835 2 14 1557 14090 552 16213 -- 41523 3 Cars % of 100% 98.6% 99.0% 98.1% 98.6% 0.0% 100% 97.4% 94.2% 98.8% 94.9% 33.3% 0.0% 98.8% 98.8% 98.2% 98.6% 66.7% 100% 98.2% 96.0% 98.4% 96.3% 0.0% 96.2% Movement Trucks Total -- 29 18 31 78 -- -- 27 810 22 859 -- -- 12 17 26 55 -- -- 29 592 9 630 -- 1622 -- Trucks %of 0.0% 1.4% 1.0% 1.9% 1.4% -- 0.0% 2.6% 5.8% 1.2% 5.1% -- 0.0% 1.2% 1.2% 1.8% 1.4% -- 0.0% 1.8% 4.0% 1.6% 3.7% -- 3.8% Movement ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: TH 36 & Greeley Street Site Code 103 Date: 2/8/2023 Ref Pt: N/A Duration: 5:00-23:00 Page No: 3 of 5 N °1 ma ao N N L � m z Peds/ Bikes 0 Right Thru Lek 128 100 69 L AM Peak Hour Data Peak Hour Begins At: 7:15 Total Vehicles: 3006 Truck %: 4.7% I � � 71 91 63 Left Thru Right Peds/ Bikes 0 N L N � C n � Jr` a m ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: TH 36 & Greeley Street Site Code 103 Date: 2/8/2023 Ref Pt: N/A Duration: 5:00-23:00 Page No: 4 of 5 N Ul m d vo t m r m 0o a 7Peds/ Bikes 0 Right Thru Left 108 125 156 OWN Mid Peak Hour Data Peak Hour Begins At: 12:30 Total Vehicles: 2747 Truck %: 4.7% ITV 77 111 115 Left Thru Right Peds/ Bikes 0 W L K � N � � L r` r n °1 m a ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 Intersection: TH 36 & Greeley Street Site Code 103 Date: 2/8/2023 Ref Pt: N/A Duration: 5:00-23:00 Page No: 5 of 5 N a m o w � L H m N n 7Peds/ Bikes 0 Right Thru Left 170 208 256 PM Peak Hour Data Peak Hour Begins At: 15:45 Total Vehicles: 4029 Truck %: 2.2% i � r 91 127 140 Left Thru Right Peds/ Bikes 0 � L C m � o N J � Y O N a APPENDIX D: SIMTRAFFIC ANALYSIS RESULTS Mister Car Wash Development Traffic Impact Analysis I December 2023 SimTraffic Performance Report AM Peak Existing Conditions 12/18/2023 103: Oakgreen Ave/Greely St & TH 36 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 85.4 18.8 7.2 82.7 16.1 15.2 96.3 53.3 9.4 92.1 98.9 28.7 103: Oakgreen Ave/Greely St & TH 36 Performance by movement Movement All Denied Del/Veh (s) 0.0 Total Del/Veh (s) 27.2 104: Greely St & N Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 3.6 0.1 4.4 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.2 3.5 Total Del/Veh (s) 26.9 25.8 4.1 24.9 19.1 3.7 7.0 2.6 1.6 7.2 2.2 0.9 104: Greely St & N Frontage Rd Performance by movement Movement All Denied Del/Veh (s) 0.3 Total Del/Veh (s) 4.7 2305: N Frontage Rd & Site Access Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.1 4.6 0.1 0.0 0.0 0.2 Total Del/Veh (s) 4.0 2.6 2.3 0.1 0.6 0.4 0.6 Total Zone Performance Denied DelNeh (s) 0.6 Total Del/Veh (s) 129.2 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 1 Queuing and Blocking Report AM Peak Existing Conditions 12/18/2023 Intersection: 103: Oakgreen Ave/Greely St & TH 36 Movement EB EB EB EB EB WB WB WB WB WB NB NB Directions Served L L T T R L L T T R L L Maximum Queue (ft) 114 129 283 290 13 90 112 268 282 78 73 97 Average Queue (ft) 54 63 117 115 1 17 43 122 137 19 28 44 95th Queue (ft) 108 119 250 250 7 53 92 236 259 54 61 84 Link Distance (ft) 2966 2966 3276 3276 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 400 400 370 360 360 320 310 310 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 103: Oakgreen Ave/Greely St & TH 36 Movement NB NB NB SB SB SB SB SB Directions Served T T R L L T T R Maximum Queue (ft) 100 116 65 85 103 133 128 158 Average Queue (ft) 46 46 22 34 50 71 62 70 95th Queue (ft) 88 95 49 75 95 119 112 133 Link Distance (ft) 744 744 381 381 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 300 300 300 Storage Blk Time (%) Queuing Penalty (veh) Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 2 Queuing and Blocking Report AM Peak Existing Conditions 12/18/2023 Intersection: 104: Greely St & N Frontage Rd Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L T R L T T R L T Maximum Queue (ft) 22 29 31 59 37 8 72 32 56 36 40 47 Average Queue (ft) 2 6 8 21 7 1 23 3 16 3 9 12 95th Queue (ft) 14 24 29 49 24 6 54 18 42 16 31 37 Link Distance (ft) 872 604 381 381 1010 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 320 290 230 270 260 260 180 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 104: Greely St & N Frontage Rd Movement SB SB Directions Served T R Maximum Queue (ft) 70 9 Average Queue (ft) 12 1 95th Queue (ft) 41 6 Link Distance (ft) 1010 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 70 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 2305: N Frontage Rd & Site Access Movement EB NB Directions Served LR L Maximum Queue (ft) 30 6 Average Queue (ft) 10 1 95th Queue (ft) 33 7 Link Distance (ft) 155 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 3 SimTraffic Performance Report PM Peak Existing Conditions 12/18/2023 103: Oakgreen Ave/Greely St & TH 36 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total Del/Veh (s) 113.3 19.2 14.0 80.6 15.6 10.0 88.6 42.4 50.1 89.6 78.1 24.4 103: Oakgreen Ave/Greely St & TH 36 Performance by movement Movement All Denied Del/Veh (s) 0.0 Total Del/Veh (s) 32.7 104: Greely St & N Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 4.0 0.6 3.9 0.0 0.0 0.0 0.0 0.0 0.0 3.0 0.3 3.0 Total Del/Veh (s) 39.0 44.2 6.6 43.1 35.8 4.5 9.7 2.7 1.7 6.8 5.0 1.2 104: Greely St & N Frontage Rd Performance by movement Movement All Denied Del/Veh (s) 0.8 Total Del/Veh (s) 8.6 2305: N Frontage Rd & Site Access Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.1 3.9 0.2 0.0 0.0 0.2 Total Del/Veh (s) 6.4 5.8 3.7 0.1 0.7 0.7 0.6 Total Zone Performance Denied DelNeh (s) 1.1 Total Del/Veh (s) 215.0 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 1 Queuing and Blocking Report PM Peak Existing Conditions 12/18/2023 Intersection: 103: Oakgreen Ave/Greely St & TH 36 Movement EB EB EB EB EB WB WB WB WB WB NB NB Directions Served L L T T R L L T T R L L Maximum Queue (ft) 133 175 259 263 50 102 120 198 209 33 91 112 Average Queue (ft) 59 72 128 135 5 25 49 93 99 7 39 58 95th Queue (ft) 115 131 232 242 26 67 101 175 185 25 80 101 Link Distance (ft) 2966 2966 3276 3276 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 400 400 370 360 360 320 310 310 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Oakgreen Ave/Greely St & TH 36 Movement NB NB NB SB SB SB SB SB Directions Served T T R L L T T R Maximum Queue (ft) 129 144 198 276 296 246 242 194 Average Queue (ft) 56 62 97 151 175 109 127 86 95th Queue (ft) 110 118 177 238 264 197 212 156 Link Distance (ft) 744 744 381 381 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 300 300 300 Storage Blk Time (%) 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 2 Queuing and Blocking Report PM Peak Existing Conditions 12/18/2023 Intersection: 104: Greely St & N Frontage Rd Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L T R L T T R L T Maximum Queue (ft) 49 59 92 118 53 47 71 46 46 24 57 108 Average Queue (ft) 14 16 44 43 13 10 21 5 8 3 14 35 95th Queue (ft) 41 43 75 91 38 30 54 26 32 14 41 84 Link Distance (ft) 872 604 381 381 1010 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 320 290 230 270 260 260 180 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 104: Greely St & N Frontage Rd Movement SB SB Directions Served T R Maximum Queue (ft) 110 29 Average Queue (ft) 31 2 95th Queue (ft) 79 14 Link Distance (ft) 1010 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 70 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Intersection: 2305: N Frontage Rd & Site Access Movement EB NB Directions Served LR L Maximum Queue (ft) 30 28 Average Queue (ft) 8 1 95th Queue (ft) 30 10 Link Distance (ft) 155 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 1 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 3 SimTraffic Performance Report AM Peak Existing Conditions 12/21/2023 1: Oakgreen Ave/Greely St & TH 36 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 80.3 21.2 7.6 80.3 16.4 15.2 92.8 60.6 11.0 92.5 88.3 30.1 1: Oakgreen Ave/Greely St & TH 36 Performance by movement Movement All Denied Del/Veh (s) 0.0 Total Del/Veh (s) 28.6 2: Greely St & N Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 4.5 0.2 4.1 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.2 3.0 Total Del/Veh (s) 25.2 21.4 4.1 22.4 19.5 3.4 9.2 3.6 2.1 9.9 3.2 1.5 2: Greely St & N Frontage Rd Performance by movement Movement All Denied Del/Veh (s) 0.3 Total Del/Veh (s) 6.2 3: N Frontage Rd & Site Access Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.1 4.2 0.1 0.0 0.0 0.4 Total Del/Veh (s) 4.8 3.0 1.9 0.1 0.1 0.0 1.3 5: Mister Carwash North Access & N Frontage Rd Performance by movement Movement EBT EBR WBT NBR All Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.0 Total Del/Veh (s) 0.5 0.4 0.6 5.8 0.7 Total Zone Performance Denied Del/Veh (s) 0.8 Total Del/Veh (s) 149.4 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 1 Queuing and Blocking Report AM Peak Existing Conditions 12/21/2023 Intersection: 1: Oakgreen Ave/Greely St & TH 36 Movement EB EB EB EB EB WB WB WB WB WB NB NB Directions Served L L T T R L L T T R L L Maximum Queue (ft) 152 159 298 289 12 85 109 240 260 79 78 97 Average Queue (ft) 68 81 136 131 2 22 53 132 142 18 29 44 95th Queue (ft) 132 142 280 272 7 60 97 246 262 56 67 83 Link Distance (ft) 2966 2966 3276 3276 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 400 400 370 360 360 320 310 310 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1: Oakgreen Ave/Greely St & TH 36 Movement NB NB NB SB SB SB SB SB Directions Served T T R L L T T R Maximum Queue (ft) 105 111 64 109 120 134 120 188 Average Queue (ft) 52 49 25 43 61 61 62 80 95th Queue (ft) 95 100 49 94 110 112 113 146 Link Distance (ft) 744 744 381 381 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 300 300 300 Storage Blk Time (%) Queuing Penalty (veh) Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 2 Queuing and Blocking Report AM Peak Existing Conditions 12/21/2023 Intersection: 2: Greely St & N Frontage Rd Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L T R L T T R L T Maximum Queue (ft) 28 38 31 79 30 12 75 49 74 43 47 59 Average Queue (ft) 4 7 13 37 7 4 26 7 22 7 13 15 95th Queue (ft) 19 27 36 76 24 12 60 29 53 24 36 42 Link Distance (ft) 872 77 77 77 381 381 1009 Upstream Blk Time (%) 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 320 290 260 260 180 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Greely St & N Frontage Rd Movement SB SB Directions Served T R Maximum Queue (ft) 57 16 Average Queue (ft) 17 1 95th Queue (ft) 44 9 Link Distance (ft) 1009 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 70 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 3: N Frontage Rd & Site Access Movement EB NB Directions Served LR L Maximum Queue (ft) 62 24 Average Queue (ft) 27 1 95th Queue (ft) 53 8 Link Distance (ft) 223 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 3 Queuing and Blocking Report AM Peak Existing Conditions 12/21/2023 Intersection: 5: Mister Carwash North Access & N Frontage Rd Movement WB WB NB Directions Served T T R Maximum Queue (ft) 31 16 29 Average Queue (ft) 2 1 4 95th Queue (ft) 16 12 21 Link Distance (ft) 76 227 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 200 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Zone Summary Zone wide Queuing Penalty: 0 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 4 SimTraffic Performance Report PM Peak Existing Conditions 12/21/2023 1: Oakgreen Ave/Greely St & TH 36 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 0.3 0.0 Total Del/Veh (s) 114.0 21.0 13.8 77.3 16.5 9.8 86.8 45.1 58.5 126.0 81.5 24.7 1: Oakgreen Ave/Greely St & TH 36 Performance by movement Movement All Denied DelNeh (s) 0.1 Total Del/Veh (s) 38.4 2: Greely St & N Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 4.0 0.2 3.9 0.0 0.0 0.0 0.0 0.0 0.0 3.0 0.3 3.0 Total Del/Veh (s) 32.0 48.1 7.6 43.1 42.4 3.8 9.6 3.7 2.3 8.8 6.3 1.8 2: Greely St & N Frontage Rd Performance by movement Movement All Denied Del/Veh (s) 0.7 Total Del/Veh (s) 11.4 3: N Frontage Rd & Site Access Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.2 0.2 3.8 0.2 0.0 0.0 0.4 Total Del/Veh (s) 7.3 6.7 2.0 0.2 0.2 0.1 2.2 5: Mister Carwash North Access & N Frontage Rd Performance by movement Movement EBT EBR WBT NBR All Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.0 Total Del/Veh (s) 0.8 0.5 8.8 2.6 5.1 Total Zone Performance Denied Del/Veh (s) 1.6 Total Del/Veh (s) 280.6 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 1 Queuing and Blocking Report PM Peak Existing Conditions 12/21/2023 Intersection: 1: Oakgreen Ave/Greely St & TH 36 Movement EB EB EB EB EB WB WB WB WB WB NB NB Directions Served L L T T R L L T T R L L Maximum Queue (ft) 159 182 265 266 31 92 137 227 215 34 110 119 Average Queue (ft) 80 108 137 142 4 26 53 95 96 8 44 60 95th Queue (ft) 142 170 244 254 15 67 110 190 188 25 87 105 Link Distance (ft) 2966 2966 3276 3276 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 400 400 370 360 360 320 310 310 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1: Oakgreen Ave/Greely St & TH 36 Movement NB NB NB SB SB SB SB SB Directions Served T T R L L T T R Maximum Queue (ft) 139 153 256 335 354 364 262 216 Average Queue (ft) 55 71 110 225 244 136 128 102 95th Queue (ft) 111 131 204 350 371 291 222 182 Link Distance (ft) 744 744 381 381 Upstream Blk Time (%) 1 1 Queuing Penalty (veh) 0 2 Storage Bay Dist (ft) 290 300 300 300 Storage Blk Time (%) 0 3 7 1 0 Queuing Penalty (veh) 0 3 8 3 0 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 2 Queuing and Blocking Report PM Peak Existing Conditions 12/21/2023 Intersection: 2: Greely St & N Frontage Rd Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L T R L T T R L T Maximum Queue (ft) 66 56 83 96 60 46 84 62 72 34 56 146 Average Queue (ft) 17 19 42 76 15 13 20 5 12 6 19 43 95th Queue (ft) 47 52 71 108 44 30 57 27 39 22 41 103 Link Distance (ft) 872 77 77 77 381 381 1009 Upstream Blk Time (%) 27 0 0 Queuing Penalty (veh) 22 0 0 Storage Bay Dist (ft) 320 290 260 260 180 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 2: Greely St & N Frontage Rd Movement SB SB Directions Served T R Maximum Queue (ft) 117 29 Average Queue (ft) 30 5 95th Queue (ft) 81 19 Link Distance (ft) 1009 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 70 Storage Blk Time (%) 1 Queuing Penalty (veh) 0 Intersection: 3: N Frontage Rd & Site Access Movement EB NB Directions Served LR L Maximum Queue (ft) 74 25 Average Queue (ft) 38 2 95th Queue (ft) 62 16 Link Distance (ft) 223 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 3 Queuing and Blocking Report PM Peak Existing Conditions 12/21/2023 Intersection: 5: Mister Carwash North Access & N Frontage Rd Movement EB WB WB B7 NB Directions Served TR T T T R Maximum Queue (ft) 5 76 135 28 29 Average Queue (ft) 0 28 27 2 5 95th Queue (ft) 4 74 103 15 22 Link Distance (ft) 77 76 353 227 Upstream Blk Time (%) 2 4 Queuing Penalty (veh) 0 5 Storage Bay Dist (ft) 200 Storage Blk Time (%) 2 4 Queuing Penalty (veh) 2 3 Zone Summary Zone wide Queuing Penalty: 48 Mister Carwash Stillwater SimTraffic Report Kimley-Horn Page 4 1 wa ter T H E B 1 RTH PLAC E O F M I N N E S O T 11 DATE: March 27, 2024 TO: Honorable Chair and Planning Commissioners FROM: Ben Gutknecht, Planning Manager SUBJECT: Case No. 2024-008: Conditional Use Permit for CBD Retail Establishment — Intoxicating at 1570 Frontage Road W (Stillwater Smoke Shop Plus) BACKGROUND The Applicant, Stillwater Smoke Shop Plus, is seeking approval of a Conditional Use Permit for a CBD Retail Establishment - Intoxicating located in the Business Park Commercial (BP-C) Zoning District. The property is located at 1570 Frontage Road West. The business is located in the Valley Ridge Mall development. The Applicant has received a CBD Retail Establishment License from the City Council on February 61", 2024. A full background and history of the Licensing component can be found in the Council packet from January 16, 2024 and February 6, 2024. In addition to a CBD Retail Establishment License, City Code also requires a Conditional Use Permit in the BPC district for CBD Retail Establishments - Intoxicating. City Code was amended in 2022 related to this use, and this step will finalize the process for this particular site. ANALYSIS Conditional Use Permit The purpose of a conditional use permit is to allow the integration of essential or desirable uses which may be suitable only in certain zoning districts or designed or arranged on a site in a certain manner. In approving a conditional use permit, it must be determined by the planning commission that: 1. The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations 2. Any additional conditions necessary for the public interest have been imposed; and; 3. The use or structure will not constitute a nuisance or be detrimental to the public welfare of the community. Section 6-129 CBD retail establishment license required As a reminder, staff will be utilizing the recently updated City Code when analyzing the Conditional Use Permit. Per City Code, CBD Retail Establishments - Intoxicating are required to receive a License and any other applicable approvals. The City Council has already issued a License for this property. In the BPC district, the sale of intoxicating CBD requires a Conditional Use Permit. The following performance standards must be met to allow to for the sale of intoxicating CBD- 1 . CBD products and edible CBD products may be sold for human or animal consumption only if all of the packaging requirements of Minn. Stat. § 151.72, subd. 3, or as may be amended. 2. No CBD product may contain more than 0.3 percent THC. 3. No edible CBD product can contain an amount of any THC that exceeds five mg per serving or 50 mg per package. 4. No intoxicating CBD product may be sold to anyone under the age of 21 years. 5. No one under 21 years shall be allowed to enter a CBD retail establishment that sells intoxicating CBD products. 6. Any person selling or distributing licensed products shall require proof of age by means of government issued photographic identification from the prospective purchaser showing purchaser is 21 years of age or older. 7. Signage identifying the legal sales age and the age verification requirement shall be posted at the point of sale. The required signage shall be posted in a manner so that it is clearly visible to anyone who is considering or making a purchase. 8. No one under 21 years of age shall sell intoxicating CBD products. 9. CBD products must comply with the testing requirements in Minn. Stat. § 151.72, subd. 4, as may be amended. 10. CBD products must comply with the labeling and packaging requirements of Minn. Stat. § 151.72, subd. 5 and 5a, as may be amended. 11.Intoxicating CBD products cannot be sold in vending machines, by transient merchants, peddlers, by a moveable place of business, through a drive -through or by internet sales for in-store pickup. 12.Intoxicating CBD products cannot be delivered to a location outside of the CBD retail establishment. 13. No sampling is allowed. 14. No flavored inhaled intoxicating CBD products may be sold. 15. No gels, powders or other forms of intoxicating CBD that are mixed with liquid may be sold. The applicant has provided the Planning Commission with examples of their signage and a narrative discussing their business practices, including a security plan and point of sale system that has been reviewed and approved by the Chief of Police, to indicate compliance with the above performance standards. FINDINGS & RECOMMENDATIONS In approving a Conditional Use Permit, it must be determined by the Planning Commission that: The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations; 2. Any additional conditions necessary for the public interest have been imposed; and 3. The use or structure will not constitute a nuisance or be detrimental to the public welfare of the community. RECOMMENDATION Staff finds that the proposed use conforms to all applicable City Codes, has suggested conditions, and that the use will not constitute a nuisance. Conditions of approval are included in the Draft Resolution. ACTION REQUESTED Motion to recommend that the City Council approve the Conditional Use Permit for a CBD Retail Establishment — Intoxicating with the conditions outlined in the attached draft resolution at 1570 Frontage Road West — Stillwater Smoke Shop. City of Stillwater Washington County, Minnesota RESOLUTION 2024-XX RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A CBD RETAIL ESTABLISHMENT- INTOXICATING LOCATED AT 1570 FRONTAGE ROAD WEST (CASE NO. CD2024-008) WHEREAS, the City of Stillwater received Conditional Use Permit from Stillwater Smoke Shop Plus ("Applicant"), for a CBD Retail Establishment - Intoxicating, located at 1570 Frontage Road West, legally described as in Exhibit A (the "Property"); and, WHEREAS, on March 27, 2024, the City Planning Commission for the City of Stillwater considered the conditional use permit, held a Public Hearing, and recommended approval of the request.; and WHEREAS, on April 2, 2024, the City Council for the City of Stillwater considered the request. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Stillwater considered the conditional use permit for a CBD Retail Establishment - Intoxicating at its April 2, 2024 meeting and approved the conditional use permit. The approval of the conditional use permit is subject to the following conditions: FINDINGS 1. The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations; 2. Any additional conditions necessary for the public interest have been imposed; and 3. The use or structure will not constitute a nuisance or be detrimental to the public welfare of the community. CONDITIONS OF APPROVAL 1. CBD products and edible CBD products may be sold for human or animal consumption only if all of the packaging requirements of Minn. Stat. § 151.72, subd. 3, or as may be amended. 2. No CBD product may contain more than 0.3 percent THC. 3. No edible CBD product can contain an amount of any THC that exceeds five mg per serving or 50 mg per package. 4. No intoxicating CBD product may be sold to anyone under the age of 21 years. 5. No one under 21 years shall be allowed to enter a CBD retail establishment that sells intoxicating CBD products. 6. Any person selling or distributing licensed products shall require proof of age by means of government issued photographic identification from the prospective purchaser showing purchaser is 21 years of age or older. 7. Signage identifying the legal sales age and the age verification requirement shall be posted at the point of sale. The required signage shall be posted in a manner so that it is clearly visible to anyone who is considering or making a purchase. 8. No one under 21 years of age shall sell intoxicating CBD products. 9. CBD products must comply with the testing requirements in Minn. Stat. § 151.72, subd. 4, as may be amended. 10. CBD products must comply with the labeling and packaging requirements of Minn. Stat. § 151.72, subd. 5 and 5a, as may be amended. 11.Intoxicating CBD products cannot be sold in vending machines, by transient merchants, peddlers, by a moveable place of business, through a drive -through or by internet sales for in-store pickup. 12. Intoxicating CBD products cannot be delivered to a location outside of the CBD retail establishment. 13. No sampling is allowed. 14. No flavored inhaled intoxicating CBD products may be sold. 15. No gels, powders or other forms of intoxicating CBD that are mixed with liquid may be sold. Adopted by the City Council this 2nd day of April, 2024. ATTEST: Beth Wolf, City Clerk CITY OF STILLWATER Ted Kozlowski, Mayor 2 EXHIBIT A Legal Description of the Applicant's Property Abstract Property Type Situs Address: 1570 Frontage Road West Parcel ID: 32-030-20-44-0018 Parcel A: Lots 1, 2 and 3, Block 4, Stillwater Industrial Park, Washington County, Minnesota, less and except the following: That part of Lot 1, Block 4, Stillwater Industrial Park, Washington County, Minnesota, described as follows: Beginning at the southwest corner of said Lot 1; thence on an assumed bearing of North 00 degrees 16 minutes 31 seconds west along the west line of said Lot 1 a distance of 140.74 feet; thence South 88 degrees 49 minutes 01 seconds east parallel with the south line of said Lot 1 a distance of 156.57 feet; thence South 01 degrees 09 minutes 40 seconds west a distance of 140.69 feet to the south line of said Lot 1; thence North 88 degrees 49 minutes 01 seconds west along said south line a distance of 153.05 feet to the point of beginning. Parcel B: The South Half of the Southeast Quarter of Section 32, Township 30 North, Range 20 West, Washington County, Minnesota; excepting therefrom the East 10 acres thereof and except lands conveyed to School District No. 1, Town of Stillwater and District No. 8, Washington County; which lies between two lines run parallel with a distant 105 feet and 125 feet Northerly of Line 1 described below: Line 1: From a point on the East line of Section 33, Township 30 North, Range 20 West, distant 127.76 feet North of the Southeast corner thereof, run Westerly at an angle of 89 degrees 30 minutes from said East section line (measured from North to West) for 5278.1 feet; thence deflect to the right at an angle of 00 degrees 35 minutes for 469.3 feet to the point of beginning of Line 1 to be described; thence continue Westerly along the last described course for 320 feet and there terminating. Parcel C: Together with driveway, parking and storm sewer easement rights established in the Declaration of Covenants, Conditions, Easements and Restrictions dated August 3, 2015, filed August 11, 2013 as Document No. 4037243 NJ I j ■ wo U6 I Title: Request for Conditional Use Permit (CUP) Approval for Retail Sale of Legal CBD Products Date: 2/21 /2024 To: City of Stillwater Planning Department/Planning Manager Subject: Request for Conditional Use Permit (CUP) Approval Address/Location 1300 W Frontage Rd, Stillwater, MN 55082 Dear City of Stillwater Planning Department/Attention: Ben Gutknecht I am writing to formally request approval for a Conditional Use Permit (CUP) in the City of Stillwater for the retail sales of legal intoxicating CBD products. Our proposed project involves the establishment of a retail store dedicated to providing legal cannabis products permitted by the Office of Cannabis Management, overseen by the Minnesota Department of Health. We are fully committed to adhering to all city ordinances and regulations pertaining to the sale of legal cannabis products, ensuring compliance with both city and state laws. Intoxicating CBD products will be behind the counter or locked in a cabinet that is not accessible to consumers. Our sales will be conducted face-to-face only, with strict measures in place to verify the age of customers. Our store agents will diligently enforce the policy of not allowing any individual under the age of 21 to purchase cannabis products. To ensure compliance with all rules and regulations, we will employ various measures, including the utilization of a robust Point of Sale (POS) system. This system will assist us in monitoring sales, verifying customer ages, and maintaining meticulous records as mandated by both local and state authorities. We recognize the importance of upholding community standards and ensuring the responsible sale of legal cannabis products. Our business model emphasizes strict adherence to all relevant laws and regulations, as well as proactive measures to prevent unauthorized access to our products by minors. We believe that our proposed project aligns with the progressive values of the City of Stillwater and contributes to the availability of legal cannabis products in a safe and controlled environment. We are committed to working closely with the City of Stillwater Planning Department to address any concerns and ensure the successful implementation of our project. Thank you for considering our request. We are prepared to provide any additional information or documentation necessary to support our application for a Conditional Use Permit. Sincerely, Khalil Hammad, President of KMH Retail Dba Stillwater Smoke Shop Plus Stillwatersmolceshap c� gmail.com, 612-991-2020 ifF PRE IF11.•_ ��. Mm IF ago IL AL F : i9U9 s !fw rpoeiatrs IF YDD WERE BORN HESIEE AFTER TODAY'S DATE IN i qm 4 wi i-JTENTi,,)N VIP 0 LAW PROHIBITS IF YOU WERE BORN THE SALE AFTER TODAY'S DATE IN TO UNDERAGE PERSONS. Under 21 2003 ND Tobacco HD vapor Ob YOU CAN'T BUY TOBACCO, E-CIGARETTES OR VAPOR PRODUCTS! Under 21 No Tobacco No Vapor M Please Have ID Ready rA I WE CAS PLUS NO MINORS 1 10 loam lip 1 1 Water _1 THE BIRTHPLACE OF MINNES O T A DATE: March 27, 2024 TO: Honorable Chair and Planning Commissioners FROM: Katriona Molasky, Assistant Planner SUBJECT: Case No. 2024-010: Interim Use Permit for Seasonal Outdoor Sales/Outdoor Seasonal Food Vending at 225 Main Street North (River Siren Brewing) BACKGROUND The Applicant, Ryan Kilkelly (the Good Egg), is seeking an Interim Use Permit (IUP) for seasonal outdoor sales/outdoor seasonal food vending located at 225 Main Street North, River Siren Brewing (the "Property"). The entirety of the Property is located on two lots near the intersection of Main Street North and Mulberry Street East. The property is located in the Central Business zoning district and lies within the Downtown Stillwater Design Review District. The City Council adopted a comprehensive code amendment then went into effect on March 15t", 2024 that changed requirements for seasonal outdoor sales (including mobile food units) in the Central Business District. Interim Use Permits are needed when food trucks are proposed on a property for more than four days. Within the Central Business District, food trucks are only allowed on private property owned and adjacent to restaurants, breweries, and distilleries. Heritage Preservation Commission design review is still a requirement. On March 20, 2024, the Heritage Preservation Commission reviewed a Design permit application related to Stillwater City Code Section 41-7, Subdivision 2 which requires design review for seasonal food vending carts or vehicles that will remain in place for twenty-four hours or greater. The Heritage Preservation Commission approved the proposed design with conditions. The Applicant seeks to locate a seasonal food vending truck in the parking lot of the River Siren Brewery, April 1st, 2024 through December, 31 st, 2024. The proposed truck would occupy parking spaces in the private parking lot where a previous food truck was located for seasonal food vending the last six years. Proposed hours of operation are 7:00 a.m. to 2:00 p.m., seven days a week. Additionally, the food truck would operate additionally from 4:00 p.m. to 9:00 p.m. Thursday through Sunday. The proposed truck would be approximately 18 feet long, 10 feet tall and 8 feet wide. Trash from the proposed trailer would be disposed of using River Siren Brewing's existing dumpster and removal service. Propane and water would be stored in tanks, and gray water would be drained into a sanitary sewer. ANOI YSIS The purpose of an IUP is to provide flexibility to the district use regulations. IUP's are temporary in nature and due to these temporary characteristics, require special consideration so they may be located properly with respect to the objectives of the Comprehensive Plan and respect to their effects on surrounding properties. In order to achieve these purposes, the Planning Commission is empowered to grant and to deny applications for IUPs and to impose reasonable conditions upon the granting of these permits. The Planning Commission may grant an interim use permit for the interim use of a property if: 1. The use conforms to the zoning regulations; 2. The date or event that will terminate the use can be identified with certainty; 3. Permission of the use will not impose additional costs on the city if it is necessary for the city to take the property in the future; and 4. The user agrees in writing to any conditions that the Planning Commission deems appropriate for permission of the use Staff finds that the use conforms with the zoning regulations and the newly adopted comprehensive code amendment, that the proposed dates of operation are identified with certainty, that the request would not impose additional costs on the city if it is necessary for the city to take the property in the future, and has confirmed that the Applicant agrees to any/all conditions that the Planning Commission may impose. RECOMMENDATION Staff recommends that Planning Commission approve the interim use permit request for seasonal outdoor sales/outdoor seasonal food vending with the following conditions- 1 . The Applicant shall submit a complete Annual Food Vending Permit for administrative approval to the Community Development Department, including all required attachments and inspections before the trailer may be located at the site and/or in operation. 2. All plans shall be reviewed and approved by applicable fire and building inspection personnel prior to location and/or operation. 3. The Applicant must secure all necessary approvals from Washington County health officials. 4. The Interim Use Permit shall terminate or be brought before the Planning Commission should there be any changes to the approved plans. 5. The Interim Use Permit may be renewed annually by the Community Development Director as allowed by City Code. ACTION REQUESTED Motion to approve the Interim Use Permit request to allow for seasonal outdoor sales/outdoor seasonal food vending located at 225 Main Street North from April 1 st 2024 through December 31 st, 2024. City of Stillwater Washington County, Minnesota RESOLUTION 2024-XX RESOLUTION APPROVING AN INTERIM USE PERMIT FORTHE PLACEMENT OF A SEASONAL FOOD VENDING TRAILER AT 225 MAIN STREET NORTH (RIVER SIREN BREWING) (CASE NO. CD2024-010) WHEREAS, the City of Stillwater received Interim Use Permit and Seasonal Food Vending Permit applications from Ryan Kilkelly ("Applicant"), for the placement of a food vending trailer for more than four days in one location located at 225 Main Street North, legally described as in Exhibit A (the "Property"),; and WHEREAS, the proposed food vending trailer will be located at 225 Main Street North from April 1st, 2024 through December 31st, 2024; and WHEREAS, on March 27, 2024, the City Planning Commission for the City of Stillwater considered the interim use permit, and recommended approval of the request; and WHEREAS, on April 2, 2024, the City Council for the City of Stillwater considered the request. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Stillwater hereby approves the interim use permit for a seasonal food vending trailer at its April 2, 2024 meeting. The approval of the interim use permit is subject to the following conditions: FINDINGS • The use conforms to the Zoning District • The date or event that will terminate the use can be identified with certainty • Permission of the use will no impose additional costs on the City if it is necessary for the City to take the Property in the future • The user agrees in writing to any conditions that the Planning Commission deems appropriate for permission of the use CONDITIONS OF APPROVAL 1. The Applicant shall submit a complete Annual Food Vending Permit for administrative approval to the Community Development Department, including all required attachments and inspections before the trailer may be located at the site and/or in operation. 2. All plans shall be reviewed and approved by applicable fire and building inspection personnel prior to location and/or operation. 3. The Applicant must secure all necessary approvals from Washington County health officials. 4. The Interim Use Permit shall terminate or be brought before the Planning Commission should there be any changes to the approved plans. 5. The Interim Use Permit may be renewed annually by the Community Development Director as allowed by City Code. Adopted by the City Council this 2nd day of April, 2024 CITY OF STILLWATER Ted Kozlowski, Mayor ATTEST: Beth Wolf, City Clerk EXHIBIT A Legal Description of the Applicant's Property Abstract Property Type Situs Address: 225 Main Street North Parcel I D : 28-030-20-14-0070 All that part of Block 18 of the Original Town, now City of Stillwater, described as follows, to wit: Beginning at the point of intersection of the Easterly line of Main Street, as shown on said recorded plat of the Original Town, now City of Stillwater, with the Southerly line of Mulberry Street, as shown on said recorded plat of the Original Town, now City of Stillwater; thence South 17046'50" East, assumed bearing, along said Easterly line of Main Street, 102.39 feet; thence North 71 °56'42" East 119.99 feet, more or less, to the Westerly line of Water Street, as the same was created by resolution of the City of Stillwater, said resolution being recorded in Book 74 of Deeds page 122: thence North 17046'56" West, along said Westerly line of Water Street 99.60 feet, more or less, to said Southerly line of Mulberry Street; thence South 73'16'37" West; along said Southerly line of Mulberry Street; 120.00 feet, more or less, to the point of beginning. M-9 All that part of Block 18 of the Original Town, now City of Stillwater, described as follows, to wit: Commencing at the point of intersection of the Easterly line of Main Street, as shown on said recorded plat of the OriginaJ Town, now City of Stillwater, with the Southerly line of Mulberry Street, as shown on said recorded plat of the Original Town, now City of Stillwater; thence South 17°46'50" East, assumed bearing, along said Easterly line of Main Street, 102;39 feet to the point of beginning of the parcel being described; thence continuing South 17°46'50" East along said Easterly line of Main Street, 46.00 feet; thence North 71 °56'42" East 119.99 feet, mpre or less, to the Westerly line of Water Street, as the same, was created by resolution of the City of Stillwater, said resolution being recorded in Book 74 of Deeds, page 122; thence North 17046'56" West, along said Westerly line of Water Street, 46.00 feet, more or less, to the intersection with a line which bears North 71 °56'42" East from the point of beginning; thence South 71 °56'42" West 119,99 feet, more or less, to the point of beginning. Except from the above two parcels the following described property: That part of Block 18 described as follows, being the Easterly 20 feet of that part of said block lying Westerly of the Westerly right of way line of North Water Street and South of the South line of Mulberry Street and, lying Northerly of the following described line: commencing at the point of intersection of the East line of said Main Street with said South line of Mulberry Street thence South 17°46,50" East assumed bearing along said Easterly line of Main Street distant.148.39 feet; thence North 71 °56'42" East for a distance of 100 feet being the point of beginning of the line being described thence continuing North 71 °56'42" East a distance of 20 feet to the Westerly line of said Water Street arid said line there terminating. That part Block 18 of the Original Town, now City of Stillwater, described as follows: The easterly 20 feet of. that part of said Block lying westerly of the westerly Right of Way line of North Water -Street & South of the South line of Mulberry Street & lying Northerly of the following described line: Commencing at the point of intersection of the easterly line of said Main Street with said South line of Mulberry Street; thence South 17 degrees 46 minutes 50 seconds east assumed bearing along said Easterly line of Main Street -a distance of 148.39 feet; thence North 71 degrees 56 minutes 42 seconds east for a distance of 100 feet being POB line described; thence continuing North 71 degrees 56 minutes 42 seconds East a distance of 20 feet to the westerly line of said Water Street and said line there terminating. 11 •: t The Good Egg 2024 Proposal Stillwater Planning Commission The Good Egg is a food cart concept launched in 2023 in downtown Stillwater. Our focus is to continue to be a high quality addition to Stillwater's thriving food and beverage scene. The Good Egg is a chef inspired concept born out of the desire of born and raised Stillwater natives to bring our passion for food and innovation back to our hometown that we have always been so close to. After having children out of state, it became our priority to return and raise our children around our family and a community that we have known and loved our entire lives. The concept of the Good Egg was born long before we opened, and we are thrilled at the chance to continue after an encouraging first year. The Good Egg mainly serves chef inspired fried egg sandwiches prepared and cooked to perfection. We use the highest quality ingredients from our partnerships with local farms, bakeries and ranchers available. This year we will be adding a few more options and specials as we are planning to open a few evenings as well to accommodate our potential customers from the River Siren Brewery. We are proud to serve our community through our commitment to thoughtful sourcing, partnerships and relationships within the community, while serving the highest quality food. Our design, we believe, is both simple and tasteful. Our logo and design are minimal, and we don't have any lighting or loud accents that accompany it. Our Menu is straightforward and simple, yet unique and creative enough to please both gourmet "foodies" as well as those who just love straight forward no-nonsense cuisine. We have been pleased with the diversity of customers that have given us positive feedback. Our first year was a blessing in so many ways. We have been humbled by the love and support of our community through our first year. We feel fortunate to have so much support from the local business community as well as the public. We were unsure about who we would attract with our concept in our first year. We were pleased with being able to serve our out of town guests from all over the world, and took great pride in our representation of the city through those interactions. More surprising and humbling than that was the tremendous support we gained from the local community. We were fortunate to gain a legitimate following from customers throughout the valley and even privileged enough to refer to many of our regular customers as friends. One of those customers is Brian Carlson, the owner of River Siren Brewing. Through that relationship, we were made aware of the vacancy for this year of a potential location to park our food cart. We see this as a perfect match. It is our belief that our cart would be a great compliment to the brewery. We believe the space to be much more suitable for our goals of serving the community both functionally and aesthetically. This will also allow us to creatively provide high quality options for both guests of the brewery, as well as the rest of the community. Lastly, we have been so thrilled about the feedback we have received, both locally as well as nationally, and even internationally. In the next few pages, we have included an article featuring us from the Star Tribune in their profile of the best eateries throughout the St. Croix Valley. Following that are some of the many reviews we received online. We have been overwhelmingly pleased with the response and are excited at the chance to be another place that people both in and out of town look forward to visiting while they are in the Downtown Stillwater area. Thank you all for your consideration! Additional Information for Seasonal Food Vending Application —The Good Egg (a) Property Address: 225 Main St N., Stillwater, MN 55082 (b) Site and Operations Plan: 1. The food trailer will be located in the North end of the lot as shown in the below aerial image. The serving windows are located on the end of the trailer and the drivers side, allowing customers to safely line up within the parking lot perimeter and no obstruction to sidewalk or street traffic. 0, I. if L :00, f 46 2. The trailer is L 18' FT. W 8.5 FT. H 10.25' 3. Exits are available throughout the open parking lot. The trailer will not block any exits. 4. There will be no storage on the premise. The trailer is self - contained. 5. A trash receptacle will be present next to the food trailer. It will be monitored for changes by operators. A walk through is completed for any trash from food truck services that was not deposited into provided waste bin. 6. The truck will be parked to not impede pedestrian of vehicular circulation patterns on or around the site. 7. Parking stalls are not associated with this agreement 8. Miscellaneous Information: a. Operation hours: 7am — 2 pm 7 days per week and 4pm-9pm Thur-Sun. April through December 2024 b. Menu items: Sandwiches, burritos and beverages c. Contact info: 1. Site Owner: Brian Carlson— (651) 600-0758 2. Food Trailer Operator: Ryan Kilkelly-651-432-7729 (c) Utility Plan: All electrical, freshwater, wastewater is self-contained on board the trailer. The removed two times a week. Propane gas is delivered weekly (d) Signage plan: No additional signage will be used outside of the signage attached to the vehicle or trailer. EXTERIOR ELEVATIONS 0' 1.5' 3' E HERITAGE PRESERVATION COMMISSION THE GOOD EGG RYAN KILKEILV THE IUMb[RJACK $14 The Breok fast " Juc'y ' Two House Made Sausage Patties, stuffed with Cheddar and topped with C.B.C. Aiali, Fried Egg and a slice of Cheddar Cheese. Recommended add ons: Caramelized Onions $2 Avocado $1.5 THE OUTLAW Seared Ham Steak, C.B.C. Aioli, Caramelized Onions, Fried Egg topped with Cheddar Cheese. Recommended add ons: Avocado $1.5 Bacon $4 THE U.S T $11.50 The "Good"BLT Bacon, Fried Egg, Spinach, Tomato with Herb Aioli. Recommended add ons: Avocado $1.5 Havarti Cheese $1 THE MAMMA MIA $13 House Made Sausage Patty, House Pesto, Tomato, Fried Egg topped with Parmesan Cheese. Recommended add ons: C.B.C. Aioli $1.5 Bacon $4 AVOCADO TOAST $5.5 Toasted Sourdough with Fresh Avocado, Sea Salt and a Sprinkle of Parmesan. Gluten -Free $6.5 Recommended add on: Fried Egg ($2) Greens ($1) PROUDLY SERVING HUMANELY RAISED HERITAGE PORK AND LOCAL PASTURE RAISED EGGS ALL MOLLS ARE HOUSE MADE WITH 1009E AVOCADO OIL HAPPY TO N A SEED OILAREE KITCHEN THE GARDENER Avocado, Tomato, Arugula, Herb Aioli, Fried Egg topped with Havarti Cheese. Recommended add ons: Bacon $4 Caramelized Onions $2 THE AQUARIUS $13 House Veggie Patty. Avocado, Tomato, Spinach, Fried Egg topped with Havarti Cheese. Recommended add ons Herb Aioli $1.5 P 2 12 oz $2.5 \ /i 16oz $3 EX13) 12 oz Bag of Beans $16 a THE 60DEGA $9 The Clossic Bacon, Fried Egg topped with Cheddar Cheese. Recommended add ons: Avocado $1.5 C.B.C. Aioli $1.5 esto5.5 THE D1W % Build Your Own Start with Toasted Sourdough, Fried Egg and your Choice of Cheese. Build it up from there. Recommended add ons: Everything! ADD ONS House Made Sausage. Bacon. Ham Steak Carame4ized Onions House Made Veggie Sausage House Made Pesto Egg Tomato House Made Cry Baby Craig's Spicy Aioh Avocado House Made Herb Aiok Cheese !Cheddar. Havarti. Parmesan) Special Sauce Greens (Spinach, AnyWai THE "GOOD" BURGER $0 Jury"Style Served after. )lam Two Grass -Fed Beef Patties stuffed with Cheddar Cheese. Topped with a Fried Egg, Caramelized Onions and our Special Sauce. p Served in a Bun. Recommended add ons: Bacon S4 Extra Cheddar $1 COLD BEVERAGES Orange Juice Apple Juice Kombucha Bortted Coke Sparkling Water Water W.,ash^� Washington County Department of Public Health and Environment �7 g " 14949 62nd Street North, Stillwater, MN SS082 v .County T: 651-430 6655 (F: 651 430 6730 �jj j www.co.washington.us/publichealth LICENSE TO OPERATE VALID PERIOD: 1/1/2024 - 12/31/2024 ESTABLISHMENT: MFU Good Egg LICENSE NUMBER: 99201 SITE 1310 Meadowlark Dr ADDRESS: Stillwater MN 55082 (651) 432-7729 Mobile Food Unit (1 Units) OWNER Kilkelly Foods LLC ADDRESS: 1310 Meadowlark Dr LICENSE TYPE(S): EMERGENCY NOTIFICATION Stillwater MN 55082 Licensee or designated person -in -charge must contact the regulatory authority in the event of an imminent health hazard or food emergency. * Fire * Flooding or sewer back-up * Use of fire suppression systems or fire extingishers * Water service disruption or lack of hot water * Power outages * Circumstances that may endanger public health CONTACT INFORMATION 651-430-6655 911 Washington County Public Health and Environment For after-hours emergencies Monday - Friday, 8:00 a.m. to 4:30 p.m. FOODBORNE ILLNESS NOTIFICATION Report employee diagnosis of E. coli, Salmonella, Shigella, Hepatitis A, Norovirus, or any illness that may be transmitted through food to Washington County Public Health and Environment. Report incidents of foodborne illness by calling Minnesota Department of Health Foodborne Illness Hotline. CONTACT INFORMATION 1-877-FOOD-ILL (1-877-366-3455) or email: health.foodill@state.mn.us MFU Good Egg is hereby licensed and authorized to operate in Washington County, is subject to all provisions and conditions of the applicable Ordinances, and said license is revocable for violations thereof. ThisLicenseis conditional by attached General and Specific Conditions and the conditions must be posted with the License. G_ James Noyola Dated: February 27, 2024 Program Supervisor THIS LICENSE MUST BE POSTED and is NON -TRANSFERABLE If you need assistance due to disability or language barrier, please call 651-430-6655 (TTY 651-430-6246) Equal Employment Opportunity/Affirmative Action Washington County Department of Public Health and Environment Washington 14949 62nd Street North, Stillwater, MN 55082 T: 651-430-6655 I F: 651-430-673C CoUntY www.co.washington.us/publichealtF LICENSE CONDITIONS ESTABLISHMENT: MFU Good Egg LICENSE NUMBER: 99201 This license is not transferable as to person or place. The Department requires notification for change of ownership. Plans and specifications must be submitted to this Department for review and approval thirty (30) days prior to new construction, expansion, remodeling and/or alterations Inspections shall be made by this Department as frequently as it may deem necessary to ensure compliance. Application for a license renewal must be made to this Department prior to expiration of the existing license. THIS LICENSE MUST BE POSTED and is NON -TRANSFERABLE if you need assistance due to disability or language barrier, please call 651-430-6655 (TTY 651-430-6246) Equal Employment Opportunity/Affirmative Action CERTIFICATE of COMP4TION Ryan Kilkelly for successfully completing the standards set forth for the Food Protection Manager which is accredited by the American National Standards Institute (ANSI) - Conference for Food Protection (CFP) t #1203 Althe wya s c� F ood Safe company The Always Food Safe Company 899 Montreal Circle, St. Paul, 55102 www.alwaysfoodsafe.com Date Completed: Learner reference: Certificate #: Proctor Name: Exam Location: 5/3/2023 171076 2318754 ProctorU User Stillwater, - Valid through: Course Reference: Exam Form #: Exam Form Name: Status: 5/3/2028 107 72 Food Protection Manager 8A Passed Nick Eastwood President The Always Food Safe Company C ENE G � OD EGG Y— NEW 77M if I V- 4W. f Ic ,-VMS' Mir I 71 a ,-VMS' Mir I 71 a MENFI-PIn i►�. ,-fir• � i � • , ' LO V The Good Egg thegoodeaamn.com Ryan Kilkelly was working on getting his own food trailer in Portland, Ore., when the pandemic hit. Cue the major life decisions: he and his wife decided they wanted to raise their family in his hometown of Stillwater. They weren't the only ones. "You can feel it getting younger here," Kilkelly said from the window of his true-blue food trailer. This is the Good Egg's first season, but his thoughts on how to build the perfect egg sandwich have been brewing for much longer. Since everyone's pandemic hobby was sourdough, Kilkelly was determined to get properly fermented, tangy bread to toast as a stage for the eggs. A trip to a nearby market introduced him into the expert sourdough bread from Diamond City in Elk River. He adds runny, rich eggs and all manner of toppings: smoky bacon, ripe avocados, kicky arugula and more. There are a few tables nearby for enjoying the sandwiches — and a Main Street view. JOY SUMMERS, STAR TRIBUNE Charles H Local Guide-22 reviews-17 photos 3 months ago Takeout I Breakfast 1 $10-20 Wow .... just wow... I ate here on the morning of my wedding, hands down one of the top three sandwiches I've ever had in my life. I got the lumberjack, the portion was huge, the sandwich had so much flavor ... the garlic aioli was a perfect mix in all of it too! I opted to add avocado as well. A damn good sandwich..just writing this is making me crave another one! The owner was excellent to chat with and we shared good stories while he prepped my sandwich. Also noteworthy all the ingredients are local, good quality fare. No nasty ingredients that leave you feeling sluggish and bloated all day. 10/10 will eat here again and I recommend it to anyone! Keep up the great work! Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Emily B 7 reviews 2 months ago Takeout I Breakfast 1 $10-20 By far the absolute best breakfast sandwich I've ever had. I heart homemade sausage and the sour dough was spot on! My son said the egg on his BLT was the tastiest he's had! Quality ingredients, exceptional service. And I love when food establishment owners are passionate about their craft! We'll be back! Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Zachary Johnson 27 reviews 5 months ago The breakfast sandwiches from this food truck are absolutely delicious! I love that they have crispy bread you can bite through and that they wrap the sandwich with care in a way that is ready to eat on the go without a mess. That attention to detail is worth 5 stars for real. Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Kassidy Dillner Local Guide-25 reviews-33 photos 7 months ago Amazing quality breakfast sandwiches!! Such a great addition to Stillwater. My husband said "I wish I could eat this everyday!" Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Sam Jaber 5 reviews 3 months ago Best egg sandwich in Minnesota!! I drive 30 minutes once a week to eat there. So sad they are not open on Thursdays anymore! Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Q i N O N N U C6 w w ry w 0 6 m U) c� a- 0 Q U 2) U) a� M z cz U) c� co a� U) w 0 J U H Y PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. Kimlpy»>Horn PREPARED BY: ARIK C. LOKENSGARD, P.E. 14800 GALAXI E AVE, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. 14800 GALAXI E AVE, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 CONTACT: MITCHELL G. COOKAS, P.L.A. PRELIMINARY SITE DEVELOPMENT PLANS FOR MN 2561 STILLWATER 14100 60TH STREET NORTH STILLWATER, WASHINGTON COUNTY, IVIN OWNER / DEVELOPER MISTER CAR WASH ister R 3650 ANNAPOLIS LANE N, SUITE 190 PLYMOUTH, MN 55447 TELEPHONE: (952) 486-0582 CONTACT: NICK JOHNSON SURVEYOR NORTHWESTERN SURVEYING & ENGINEERING, INC. 20980 ROGERS DRIVE, SUITE 500 ROG E RS MN 55374 TELEPHONE: (763) 515-6040 CONTACT: KALEB J. KADELBACH ARCHITECT EXCEL ENGINEERING, INC. 100 CAMELOT DR FOND DU LAC, WI 54935 TELEPHONE: (920) 926-9800 CONTACT: KIM OLIG y. Uj >- < LO W 0 rn — O W O z W (D 0 ' CU O +" dt•; 'iAr+Fu VICINITY N.T.S. NOTES- 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. DRAWING INDEX Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C200 SITE DEMOLITION PLAN C201 SITE DEMOLITION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C302 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C303 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C401 SITE PLAN C500 GRADING AND DRAINAGE PLAN C501 GRADING AND DRAINAGE PLAN C600 UTILITY PLAN C601 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE PLAN L102 LANDSCAPE DETAILS Know what's below. Call before you dig. z O U ry I— W z O U/ L.L O LL I— O z Q z J LLU ry 0- w F- Q 0 W z 0 U) W F N L0 U Z Z � U) LU J WLU J Q � O p -1 w U - L Q Q o O 0 o rn _ Z p N } Q N L W J � H W � Z O U) O w W W Y X N Q N J O Q N � 0 o N � co } ,L °o O �QzW L0 Q Qz0- w 0- LLi za�U, a<aa0 o O ¢ z O Q cl) W Zcj J Q a w w w w U = O X X W J O } } K U X x O OZ O : Q X U <LU 1< } U D < W O Q x W W W 0-1 — z W O z z =co2=w2 o Z o U N = W C/) O� U) N Q co ¢ CO CDN m 0 Q Cfl (1) W W _ O W z Z S Y Q E5 Q w O (J) 0 W U W W W i 0 U to Q O N w W Z J < w LU � LU i/) F— cn a — w J J H SHEET NUMBER X 7 l fI GENERAL CONSTRUCTION NOTES EROSION CONTROL NOTES GRADING AND DRAINAGE NOTES WATER STORM SEWER & SANITARY SEWER NOTES 771 Q Nt N O N CO N U U) W I- O Z ry Q W Z W U U U) c co IZ r) Q U 2) U) M Z U) cn cz U m U) W 0 J I U H Y 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS -BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16. CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE -CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS. TESTS OF UTILITIES. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1. BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: NORTHWESTERN SURVEYING & ENGINEERING, INC. ADDRESS: 20980 ROGERS DRIVE, SUITE 500, ROGERS, MN 55374 PHONE: 763-515-6040 DATED: 11 /21 /2023 2. GEOTECHNICAL EVALUATION REPORT PERFORMED BY: PARTNER ENGINEERING AND SCIENCE, INC ADDRESS: 6600 FRANCE AVE S, #460, EDINA, MN 4345 PHONE: 800-419-4923 DATED: 02/14/2024 3. CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: • DENSITY TEST REPORTS • BACTERIOLOGICAL TESTS OF WATER SYSTEM • PRESSURE TEST OF WATER/SEWER • LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS • ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY 1. THE STORM WATER POLLUTION PREVENTION PLAN "SWPPP" IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6. BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7. EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE -SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4. THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6. PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17. PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18. SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10. BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW -GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. 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I.:.L.. I" I ..I .. J. 11 1 ..I ..I.. f• •I I� I '`t •� I I I I I I I I 1. f 1' 'I' f.•.�I I. I.. I I. 1 I. I. I l. I I �I I' 1 �1...1..f..l. 1..I..L I ., I I I. f l II II II II I �I IWI IWI I I I I I I I I' 1 .1 1..1...1. 1 1 1 I 1� I II• II U III I I I I I I I I I I I I I I I 1:=.. I I I. I I .. I. I. I I f PROTECT POWER LINE I I w l �I I� I I I I I I I I l: ° f 1 1 1 1 1 1 I I I I I I I I I IIW I �1 I I !�. I WI I I I I I I I I ':I�::;`�:; .'.'I.' I ..I.. l I I.. I ..I I. 1 ..1. 4 �.1�.�.1.•.� I I I ..l.. I ..I .. I.. I ..I.. -;. " I' "I l :.. 1 1 1 1 1 1 1 4 I I I I I I I I I I I I I • �I I �1 I I ly I I I I I I I I I ,• �IIIo IIII I..1. .1..I. II ► 1v I I ly I� I I I I I I I I I=1'.��' .�.I..L. I �1��1��4 �1��1��1��� ,� I I I• �-i I I I► I I I�� I I I �, I ,� I I' I I I I I I I I ;'.� �� �.�. ..... I I .. L' I�.�.f.�. L� I�..I.. l� �.f. I I I I I I I I I I I t o IWI ICI I I I I I I I I I.... I I I II Q I I I I I I �I I I I I I I I I ..�:a, ��I��I I I I I••� I I I II I I I I I I I I I I PROTECT POWER LINE 11 I' I I I I I I I o I I I I // I, I '`f I I ly I I I I I I I I I ...L . . I ..I f 1 .1.. 1 ... I WI w• �I WI I+ I'd IW I I I I I I I I I I.. I I I I I I I I I I I I I I I I I I f 1.. 1 ..1..1. 1 ..1.. 1. I' 'I, I I I II II 11 II I •h..I..I..I. I..I..I.. I I I I I �I I II .�.I.�.�I�..I ..I.. I I I I o f I I I I I I I I I I I I I I I 1=: .I I I .I I I I I I I I I I f I I I I I I I I I I I 1y 1 1 1 1 1 1 1 1 1 1 J f I f I I I I I .1 1 1 I �I l..l..l. I..1..1..... I I o I I 1. . .1 .I .1. 14 � .1 1� I. 11 .1 �1�1. �1�.�.I. ►► ►► I I I I I I I I I I I I I I I I I 1 !. I. I. I..1. I I I I I I I f 1 TY I I o I I CLER AND GRUB ..1.. I ..I I.. I ... I.. � 11 II I I ICI ICI ICI I Iy1l I I I I I I I ..I.. f ...... I. I I 1 1 I "I" I I I I I. I I I I I I II • i I I� I I r I I I I r 1I I I I11 ..1.. 1 .1..1 I I 1 IIII I o II I I I I I I I �I I I I I I :••}. � ��1 �1��1���1 1 1 1 1 1��1• I••I I '`1 I � I I I I I I I I I E I I I I I , t J I I I I I I I PROTECT POWERPOLAI� I 4y I• I I I I I I I I I I I w l .� I I I I I I I I I �: ;�.. • :.;: 'a`.. .1..1� .� .1...1.. L ..I .. I .. I ..1..1.. 1 ...... I� 1 :......I'..I... I .J. 11.' . 1 ..I.. I. 1 ..1... I I I I CONTRACTOR TO COORDINATE I f I I I I I l I I PROTECT TELECOM LINE 1 I I I I I I I I I PROTECT WATERMAIN , `' : �' ` "'"`'I WITH FRANCHISE UTILITY TO I I I I I i 1 i RELOCATE POWER LINE. I.'. I.LI11 1 WI I I 1..I..f j.l.I.l.i 1.1 I �I I I III I I I I I I I I I I I I I I I I7., IvcnAA _ I I I I I IIIti�1 ng. I. 111Yw w I PROTECT GAS LINE PROTECT STORM STRUCTURE II II �� II I •I�I I �, I I �, I I ��4��1��1� I"I..I..i..I..I...I..I..I..I��I I��I��I� �I� � I I I I� I / CONTRACTOR TO COORDINAT E ' I I I I I I' I I I' I I' GA WITH FRANCHISE UTILITY TO RELOCATE TELECOM LINE. . ... .. ... . ... .. I...I .. I .. I ..I .. I.. I ..I ... . o!......!......!.............�... , I , , I ... t .I. ::::::::'::.::'::':::'::':::' ::::::::::::::::::: REMOVE ASPHALT FULL DEPTH SAWCUT PAVEMENT:::::::: `I \ I ....................................................:.:::.::.::.. I ......... \ �,• I �:. ...................... 0 LEGEND DEMOLITION PLAN NOTES PROPERTY LINE 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, REMOVE BITUMINOUS SURFACE FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE REMOVE CONCRETE SURFACE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. CLEARING & GRUBBING 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE _ FULL DEPTH SAWCUT DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE REMOVE CONCRETE CURB &GUTTER CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND X - X - X - X - X - X - X REMOVE UTILITY LINES RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. • LIMITS OF CONSTRUCTION - OFFSET FOR CLARITY 3. THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY 0-POW EXISTING OVERHEAD POWER LINE SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. EXISTING SANITARY SEWER EXISTING STORM SEWER 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL EXISTING WATERMAIN AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES GAS EXISTING GAS MAIN AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE TEL EXISTING UNDERGROUND TELEPHONE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. CTV EXISTING UNDERGROUND CABLE 5. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST - - - - - INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER - - - - - - - - - EXISTING CURB & GUTTER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS EXISTING SIGN OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. ® EXISTING FLARED END SECTION 6. EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA O EXISTING STORM MANHOLE AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ® EXISTING STORM CATCHBASIN ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO METER EXISTING GAS METER AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. EXISTING HYDRANT EXISTING METAL COVER 7. ELECTRICAL TELEPHONE CABLE WATER FIBER OPTIC AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME EXISTING ELECTRICAL METER SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE EXISTING POWER POLE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16. IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. GRAPHIC SCALE IN FEET 0 10 20 40 Know what's beIow. 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II w II � II ► �I � I I I I• 5 w �► I II /I c� _ z I A I oc \ I I I c; \ I I I `� J I I II I I I \ III I I� I r II I I I I II I 1LIMITS OF 3.6g/ I I PROPOSED I I\ I j BUILDING IV I II 0} II I I II I I I I I I I ^ 928. X� �' \ s II I I Z-1 N T---------- AREA SUMMARY TOTAL PROPERTY AREA ±1.40 AC / ±60,894 SF EXISTING IMPERVIOUS AREA ±0.03 AC EXISTING PERVIOUS AREA ±1.37 AC PROPOSED IMPERVIOUS AREA ±0.81 AC PROPOSED PERVIOUS AREA ±0.59 AC TOTAL DISTURBED AREA ±1.50 AC PHASE I BMP QUANTITIES SILT FENCE ±1450 LF INLET PROTECTION 5 EA ROCK CONSTRUCTION ENTRANCE 1 EA BIO ROLL ±400 LF KEYNOTE LEGEND AO SILT FENCE OB INLET PROTECTION OC ROCK CONSTRUCTION ENTRANCE OBIOROLL LEGEND ROCK ENTRANCE INLET PROTECTION SILT FENCE • - • • LIMITS OF DISTURBANCE - OFFSET FOR CLARITY BIOROLL EROSION CONTROL PLAN NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. SWPPP UPDATES & AMENDMENTS THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. PHASE 1 SEQUENCE OF CONSTRUCTION 1. INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5. CLEAR AND GRUB THE SITE. 6. BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. GRAPHIC SCALE IN FEET 0 10 20 40 Know what's beIow. Call before you dig. U) z 0 w of z U z C6 w Q U O U) Z Q Z O_ w J Y v N 0 (N w LL CO O LO w LO �aZ< CD Qz0P co WOUnU w w � zajLLF a <c,)'WO W 0 W � � z Z) � z � �D��Q w 2J J Q W W LL1 LL1 O >( _ _U 2 } '0'J WW U X wO�w Y x O W O z Q X UD a w 0 X zg oLLJo0azz z Z � 0 Q Q C) N = w 0 � � N U) } N Q GO Q m m O N 0 m _ O W z z W Y J 2 U U) 0 0 U I Z Z �. < azJqr.- W a W Z U)OJ � -Oa U W o0W�a W cl) Z �w O U L.L U) z z O 1 O W �Q ~ LL V = O N �a w p� Z < W Q � LU�� z ~ J J W SHEET NUMBER 0- C300 w 0 Q N O N CO N L_ m z Q _ IZ LU c� U) 0 Q U c U) a� z m U m LU 0 J I U H Y I PROPERTY LINE —x—x—x—x—x PROPERTY LINE x—x—x—> D I\ SF SF SF D I' A g \� D \��\ D I N v \� 60TH STR•ET N \� SEE SHEET C300 —IT 111 N _SF 6F 11111000000 LO I I —x—x—x—x— U) z O U) w ry 0 z N LO U Z Z } cf) LLJC) W J a J 0 < LL]J O w U co (n a LEGEND Z N a LOLO w ROCK ENTRANCE O 5 ZO se qjw W a INLET PROTECTION � g w Y X SF SILT FENCE v CD N — • • — • • LIMITS OF DISTURBANCE - OFFSET FOR CLARITY o w 00 BIOROLL 11 AREA SUMMARY TOTAL PROPERTY AREA ±1.40 AC / ±60,894 SF EXISTING IMPERVIOUS AREA ±0.03 AC EXISTING PERVIOUS AREA ±1.37 AC PROPOSED IMPERVIOUS AREA ±0.81 AC PROPOSED PERVIOUS AREA ±0.59 AC TOTAL DISTURBED AREA ±1.50 AC PHASE I BMP QUANTITIES 11 SILT FENCE ±1450 LF INLET PROTECTION 5 EA ROCK CONSTRUCTION ENTRANCE 1 EA BIO ROLL ±400 LF KEYNOTE LEGEND OA SILT FENCE OB INLET PROTECTION OC ROCK CONSTRUCTION ENTRANCE OD BIOROLL GRAPHIC SCALE IN FEET 0 10 20 40 Know what's beIow. Call before you dig. LL m o w �¢zQ LO LO aZO,< o W Ocn� �w ui a < > LL ,,o,OW Womf0 in Z � p �o��Q W Z U 2J J a W W W W 0 >( } W p J~ U X wO��W OW Y x X X O O Z p a Q } U zg W O x LLJ m�0azz Z_ 0 _� 2 H W 2 Z U m U �O Q Q U N = W LLI CD O � N cn } N a co a m m d 0 p N 0 m p _ O W Z Z W Y U W S cn 0 0 U I p Z Z III.. Q azJqr.- W M LU Z J U)O� -Oa U) W o0W�a W cl) Z �w O � v U) Z z O U � O � OC W �Q cfl LL 2 O N Q W o� to z za W Q � LU�� Q W H z J J LU SHEET NUMBER 0- C301 a L0 N O N N i m z Q a N a W W c'7 U) c� r) Q C 0 N 0 c) Z 73 N L7 (>0 m U LU 0 J I Y ,, II �I II II II II II II �I II II II II II II II II I� II \1 II II \\ II II \\ I II \\ II II \\ II II \\ II II \\ II II 11 II \\ II I I \\ \\ I I I \ 1 I I V) I \\ II LU \ \ I I LU II \ II L LJ II \\ II LU \\ II LU II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II 11 II II II II II II II II 11 II II II II II II II II 11 II II II II II II II II 11 II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II ►I �� Know what's below. Call before you dig. SEE SHEET C303 LO I III y 41 . 41 I I ►: y y ... W W I\I I II 0 II I I• w I w •v w 926 w rn �► W A I I I � o \ II I I I \III I [ �. ► �. .� .� I I 'kI II I I IW � w II I �I 1k 1 I L42 I• �. I � / \ l /I 1 �I II I I N� rn II/ I I ICO I 2yIola I II I I %I, %1, y %1, 416 II 1 \ \ ' • Lam' ---4, �4 tb F �I ...:.:......:.:..... ............. �I ..�...... ... ,T \III . . .►.... I 1 �i 92S B . .v I :.:.:.:.:.:.:.: 4 IIV I II I W 9� 14 6 PI II I ............ I �II .... c, I rn I I W iI IF-- AREA SUMMARY TOTAL PROPERTY AREA ±1.40 AC / ±60,894 SF EXISTING IMPERVIOUS AREA ±0.03 AC EXISTING PERVIOUS AREA ±1.37 AC PROPOSED IMPERVIOUS AREA ±0.81 AC PROPOSED PERVIOUS AREA ±0.59 AC TOTAL DISTURBED AREA ±1.50 AC PHASE II BMP QUANTITIES SILT FENCE ±1650 LF INLET PROTECTION 9 EA ROCK CONSTRUCTION ENTRANCE 1 EA BIO ROLL ±400 LF KEYNOTE LEGEND AO SILT FENCE OINLET PROTECTION OC ROCK CONSTRUCTION ENTRANCE OBIOROLL GRAPHIC SCALE IN FEET 0 10 20 40 LEGEND ROCK ENTRANCE 0 INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE - OFFSET FOR CLARITY BIOROLL U) z 0 LU EROSION CONTROL PLAN NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. SWPPP UPDATES & AMENDMENTS THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. PHASE 2 SEQUENCE OF CONSTRUCTION 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2. CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3. INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4. COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6. CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7. AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE -STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. of z U Z C6 W Q U O U Z Q Z O_ W J Y v N 0 N N >_ w CO O LO w LO �aZ< CD QZOP co WOcnU) w �w z 0-j� F a �c'),O W W O Z z)0U) � z� 0 � � Q W J J Q W W W W O >( } 0 J ~ U X w O 2_j W Y �oWoz a x �z OWU Z a W 0 x � oo�0azz z Z 0 Q a U N = w 0 � N U) } N Q GO Q m m O N 0 m _ O W Z z Y Y J L U U) 0 0 U 1 Z Z �. < Q Z J N W a W Z J � O� OQ U W o0W�a �z w cl) Z �w O L.L VJ z z O 1 o WLL LL �Q ~ LL V = o N a LU p�cl) z Z<WQ � LU�� Q W z J J J ~ W SHEET NUMBER C302 0- N 0 N CO N L- m z Q N LU c� U) 0 Q U c U) a) z m U m LU 0 J I U H Y 1 I PROPERTY LINE -- ---- .v W .v .v .v .v .v 1 ;:r:• W W W W <. .. ..... ___- -------- /�O } x—x-� IPROPERTY LINE — x — x— x— x— IV IV IV IV IV IV SF —SF IV I LEGEND / ROCK ENTRANCE INLET PROTECTION �SSILT FENCE / — . • — • . LIMITS OF DISTURBANCE - OFFSET FOR CLARITY BIOROLL x—x—x—> ...... \ . I ...D. A o \ �_ _ .. ..... ......\ \ I ........ D D .... ..... \ .....::...... \ :. . 60TH STR T \ \ . . . . . . . . . .. \ \ \\�\ \ SEE SHEET C302 \. ... ..... ..... .... ------ ........ \\ --.-....--------- • w .v .v .v w ^ 0 � y 15 �, 5 \ \ .k .k w w • � •�• �, o r . . . . . . . . . . . . . . . . . . . . . - ................ W w w . .. .. .... ..... .. .. ...... . ....... .. Know what's below. Call before you dig. GRAPHIC SCALE IN FEET 0 10 20 40 11 AREA SUMMARY TOTAL PROPERTY AREA ±1.40 AC / ±60,894 SF EXISTING IMPERVIOUS AREA ±0.03 AC EXISTING PERVIOUS AREA ±1.37 AC PROPOSED IMPERVIOUS AREA ±0.81 AC PROPOSED PERVIOUS AREA ±0.59 AC TOTAL DISTURBED AREA ±1.50 AC PHASE II BMP QUANTITIES 11 SILT FENCE ±1650 LF INLET PROTECTION 9 EA ROCK CONSTRUCTION ENTRANCE 1 EA BIO ROLL ±400 LF KEYNOTE LEGEND OA SILT FENCE OB INLET PROTECTION OC ROCK CONSTRUCTION ENTRANCE OD BIOROLL U z U W Q U O U 0 0 Z 0 Z _ W J Y v N O N N U) z O U) w 0I z 2 0 co q co z rn 0 N } I W Z 0 Y a � r LL CO 0 LO Z< �aCD Qz0P co w 0 cn U) Uj 0- LW L a z �c')�0- W O z z)0U) � zci �OHWQ z 2J J Q W W W W O X } 0 J ~ U X '0' >W Y O Z Q X }UZaWO X zg mL.L O a z z Z_ _0- LL1 � 2 H w 2 0 Z 0Q�Q W N = O � N cn } 00 N Q G0 Q m m CD N 0 m _ O W Z Z Y Y U W S U) 0 0 U I Z Z Q Q Z J N W a LU Z J (� O� OQ U W oOW�a W cl) Z �w O � v U) Z z O U � O � OC W �Q cfl LL 2 O N Q W o� to z <WQ �� LU�� Q W H z J J LU SHEET NUMBER C302 t Q CO N O N N L c� z a J d W H cn 4 m m co (6 U c a� 0 co z cn �a U m w J H Y R ;T7- — 4 — W7 — :. 0 WOW IW i I �z I W WI CO I . W WIW I II W W W IW I II > W W IW I II L11 W W W I o II Q z0 W W WI I II I <o I � W W W W •••.v W W W I I I I I `- .v W W W I I I p y 20' BUILDING l SETBACK I II COMBINED TRASH & VACUUM ENCLOSURE .... W Imo, W W PROPOSED 6' DRAINAGE AND UTILITY EASEMENT WI W I II W IW � II W W IW WI I I I IL • W IW I . W WSW III W II I W III O W I II I . . . . . . . . W I W ......... W I W III .18.01 W �Y .......... W W I II W I II .......... ...........W I II II I II I II — PROPERTY LINE I II I I II L— I I---- TI — II \ AND UTILITY EASEMENT KEYNOTE LEGEND OA POS CANOPY AND EQUIPMENT: REF. ARCHITECTURAL PLANS OMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER OC ACCESSIBLE CURB RAMP OD ACCESSIBLE PARKING SIGN OE ACCESSIBLE PARKING STALL OF AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. O BYPASS GATE PER MISTER CAR WASH STANDARDS AND SPECIFICATIONS OH LANDSCAPE AREA OI VERTICAL CURB (TYP.) JO TRANSITION CURB OK FLUSH CURB OL ROLLED CURB O TRENCH DRAIN WITH EXIT SIGN PER MISTER CAR WASH STANDARDS AND SPECIFICATIONS ON VACUUM EQUIPMENT: REF. ARCHITECTURAL PLANS OO DIRECTIONAL TRAFFIC ARROW. PER GREENBOOK STANDARDS OP STOP SIGN OQ "NO PARKING" SIGN OR "DO NO ENTER" SIGN PUBLIC RIGHT OF WAY PER MN DOT ROW PLAT 82-131 LEGEND PROPERTY LINE SETBACK LINE DRAINAGE AND UTILITY EASEMENT PROPOSED CURB AND GUTTER CONCRETE PAVEMENT CONCRETE SIDEWALK PROPOSED LANDSCAPING SITE PLAN NOTES 1. REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2. REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3. DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5. MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PROPERTY SUMMARY STILLWATER, MN MISTER CAR WASH TOTAL PROPERTY AREA 1.40 AC ZONING SUMMARY EXISTING ZONING BP-C PROPOSED ZONING BP-C EAST: 20' WEST: 30' BUILDING SETBACKS NORTH: 40' SOUTH: 30' BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 1.40 AC BUILDING AREA ±4,600 SF PARKING REQUIRED PARKING DETERMINED BY CITY COUNCIL 27 SPACES PROPOSED PARKING (24 VACUUM, 3 EMPLOYEE) ADA STALLS REQ'D / PROVIDED 2 STALLS / 2 STALLS Know what's below. Cali before you dig GRAPHIC SCALE IN FEET 0 10 20 40 U) z 0 W O I z r LL m 0 w LO LO z Q CD m az0 WoUnU) w W zaj�F a <coW0W 0 W O Z U) 0 U Z U F- 01-- W Q W J J Q W W W W O >( _af OY _U 2 } J ~ U X -O2-jW Y x x O W O Z Q X U H ow Q Q X }UZ<W0 X W Of Z W O0 Z Z_ =cai)2�w2 o Z U m U � 0 Q Q U N = W 0 -t I-- N U) } N Q GO Q m m CD-40 m _ O W Z Z W LD Y U W S U) 0 0 U a W z F O U L.L U) z O U � � OC O cfl W ~ �Q LL O cNQ LU cl) Q z a W J LU Q Cz_ G J w SHEET NUMBER 0— C400 zl 2 LEGEND Q CO N O N N L z J d LU H cn 4 U L co 0 a U c N co z cn �a c� U m w J I H Y / ' CONTRACTOR SHALL COORDINATE WITH 1 FRANCHISE UTILITY COMPANIES THROUGHOUT CONSTRUCTION PROPERTY LINE PROTECT FENCE `x—x B B j � PROPERTY LINE B B -X-X x-x—x LX- } I B 7 \\ v W W W W W W W W W •v .� L, 41 41 B B SIGN TO BE B REPLACED . . . . . . . . . . . . . . . . . . . B618 CURB \ . . . . . . . . . . . . . CONTRACTOR TO REPLACE ASPHALT PAVEMENT TO MATCH . . . . . . . CONTRACTOR SHALL \ \ \ \ EXISTING 60TH STREET NORTH PAVEMENT SECTION REPLACE CONCRETE \ \ I . . . . . . . . . . . . . . . . DRIVEWAY ENTRANCE \ \ \ . . . . . . . . . . . . . . . . . . . \ \ \\ ............... 60TH STR T N0 TH \ \ ........... ......... \ \ SEE SHEET C400 ......... 41- — `-- 40 IT —.y1 �r IV IV . . . . . . . . . . . .. .................................... cn W IW I Q PROPERTY LINE SETBACK LINE DRAINAGE AND UTILITY EASEMENT PROPOSED CURB AND GUTTER CONCRETE PAVEMENT CONCRETE SIDEWALK PROPOSED LANDSCAPING PROPERTY SUMMARY STILLWATER, MN MISTER CAR WASH TOTAL PROPERTY AREA 1.40 AC ZONING SUMMARY EXISTING ZONING BP-C PROPOSED ZONING BP-C EAST: 20' BUILDING SETBACKS WEST: 30' NORTH: 40' SOUTH: 30' BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 1.40 AC BUILDING AREA ±4,600 SF PARKING REQUIRED PARKING DETERMINED BY CITY COUNCIL 27 SPACES PROPOSED PARKING (24 VACUUM, 3 EMPLOYEE) ADA STALLS REQ'D / PROVIDED 2 STALLS / 2 STALLS KEYNOTE LEGEND AO POS CANOPY AND EQUIPMENT: REF. ARCHITECTURAL PLANS BO MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER CO ACCESSIBLE CURB RAMP DO ACCESSIBLE PARKING SIGN OE ACCESSIBLE PARKING STALL OF AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. O BYPASS GATE PER MISTER CAR WASH STANDARDS AND SPECIFICATIONS HO LANDSCAPE AREA lO VERTICAL CURB (TYP.) JO TRANSITION CURB OK FLUSH CURB OL ROLLED CURB O TRENCH DRAIN WITH EXIT SIGN PER MISTER CAR WASH STANDARDS AND SPECIFICATIONS NO VACUUM EQUIPMENT: REF. ARCHITECTURAL PLANS OO DIRECTIONAL TRAFFIC ARROW. PER GREENBOOK STANDARDS OP STOP SIGN QO "NO PARKING" SIGN OR "DO NO ENTER" SIGN Know what's below. Cali before you dig GRAPHIC SCALE IN FEET 0 10 20 40 U) z O W 0� z 2 0 o 00 6 0 N } 0, W Z 0 Y r LL CO 0 LO W LO Paz CD az0co W 0 U5 U) ui U)W zajLF a <coW0W 0 W O Ofz z)o� zci �D�WQ z 2J J a W W LL1 LL1 O >( _U 2 } J ~ U X W O w Y x O O Z Q X U H 0 a D a X } U Z 2 w 0 X m L a z w 0 Z Z_ = cai) W 0 Z U m U Q Q W N 2 O � H LLI N U) } 00 N a G0 a m m CDN 0 m _ O Z Z Y W Y U W _ U) 0 0 U a LU z F O U CO z O U � � OC O cfl W ~ �Q LL O N Q w � Q z a W J LU � Q Cz_ G_ J w SHEET NUMBER C401 zl 2 w t— J J t— co Q CO N O (N (95 L U (0 z J d z r) ry 0 L6 U) a 0 a U) Q) Cy) z a� W �a n3 U a� W J I H Y 10 LF - 12" CMP @ 0.50% GRADING LIMITS (TYP.) W W 2.11% W W STMH 20 y RE:924.62 UNDERGROUND FILTRATION SYSTEM IE:916.00 NW y 48" PERFORATED CMP y y I I WQV PROVIDED: 7,756 CF �%w w w TOTAL VOLUME PROVIDED: 10,458 CF > 6" DRAINTILE IE: 916.00 2' SAND SECTION: 916.00 STMH 14 36" PIPE IE: 918.00 v. RE:925.80 I I I TOP OF PIPE: 922.00 IE: 921.00 W,,, TOP OF COVER ROCK: 923.00 100-YR HWL: 921.45 W W II I I I CBMH 6 II II II I� I I I 4'SUMP / SAFLBAFF EW II W W RE:924.52 11 I I I I IE:921.11 E W 22 LF 11@ 0HPE .50%� II w W N II \\ II II \ \ I I ME:925.60 STORM INLET �I I I \\ I RIM=924.9,3 I I W W W W W I I 0 i I INVERT= 920. 0Q I I� I ° I I W2 w W \\\\ I 41 O c� Ny y PROPOSED SWALE - W rn \\ I I LL J N I I MAINTAIN MINIMUM J \\ I I I I 1.00% SLOPE a II " V II H II I 1�1 01 II \\ II (� II I WWWW 1s97% I I < < \ \ I I LU -926 II \\ II LU II I II II �� II II I I I I ME:926.16 II II II � W I I II II II II �I II II II O \ W W II II II I I I II II II O \ I I I - II II II O \ II I I II II II U W W y II II II \ III I I GRADING LIMITS (TYP.) II II II � II I II II II III I I II II II II I � y II ►► ►► I�I ► I � y II II II II II II I� II II II II I T/G:928.4f PROPOSED CAR WASH 130' TUNNEL MAIN FIFE: 928.00 rn 14.06% II II 11 �� C`; I I I I/ ME:927.11 I m II II II I� I o I►► I I \ I I ► I .� .� .� .� t I I I I II II I I II II II \ II FF co V .I, CONNECT TO TRENCH DRAIN I I I I W IE:922.93 NE IIME:927.70 I� 1 \ \ \ g9B \ GRADING LIMITS (TYP.) IE:924.52 STORM SEWER NOTES ME:924.71 - ME:924.78 - 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE - - - SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO FF - / WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 11-75%'11 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: / I RCP: ASTM C-76 HDPE: ASTM F-714, F-894 rn 1 PVC: ASTM D-2729 14, ` \ PVC SCH40: ASTM D-1785, D-2665, F-794 III DRAIN TILE SHALL BE AS FOLLOWS: PE: ASTM F-6667 w \ I I I I PVC: ASTM D-2729 \ I N FITTINGS SHALL BE AS FOLLOWS: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 W PROPOSED SWALE - HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 MAINTAIN MINIMUM 1.00% SLOPE PVC SCH40: ASTM D-2665, F-794, F-1866 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. �,44.31%v I I I \ 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND W W I I TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. I I NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. W W IIW 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY gL� I I SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO ME:925.19 �) THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. I I 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE I I I CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 87 LF - 15" HDPE I I I @ 0.50% I I ^ I I 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF V W ` I THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. �11 rn ��`r �11 c\1 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION 1 I A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. I 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER -TIGHT CONNECTIONS. I III 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND N I I I WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON -SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. �` II 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CBMH1 RE:926.44 CODE REQUIREMENTS. IE:921.75 S I I u. IE:921.75 N 41 I I I j LL= ,16% 1 I � I Q, F W YGRADING LIMITS (TYP.) � N I I PROPOSED SWALE - w w MAINTAIN MINIMUM y 1.50% SLOPE 'n' � o � 17-154 LF - 15" HDPE @ 0.50% ', 41rL� � INW 41 v � J W � I W I I I � I W A o I .� II 5-B701.CR � I I I I\ II II I I II 41 *00 II \ �N 0, INLET - �L W�26.28 N GRAPHIC SCALE IN FEET 0 10 20 40 Know what'sbelow. Cal before you dig. LEGEND m W - - PROPERTY LINE EXISTING CONTOUR Q 925 PROPOSED CONTOUR PROPOSED RIDGE LINE PROPOSED SWALE QD PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) U) z ® PROPOSED STORM SEWER CLENOUT O PROPOSED STORM SEWER W PROPOSED SPOT ELEVATION 100.00 G:0.00 PROPOSED GUTTER ELEVATION T/G:0.0 PROPOSED FLUSH PAVEMENT ELEVATION ME:0.0 MATCH EXISTING ELEVATION 0.0% PROPOSED DRAINAGE DIRECTION o z GRADING PLAN NOTES 1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5. IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB -BASE. 6. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7. ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10. MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11. INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12. GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS -SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE -VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. U z W W Q U O U) z Z Q z O_ r W J 2E Y v N 0 N N >_ w m O w LO � ¢ z Q LO CD m Qz0P w O cn U)Uj W zaj�F a _jcoW0W 0 W (If O a Z U�Z)0U) (D zci 0 U) Q W J J Q W W W W O >( } J ~ U X �O2_jw Y x O W O z Q X U H p Q Q X } U z 2 W O X m�0azz z Z U m U �O Q Q W 0 _ N O � � N U) } 0� N Q C0 Q m m - CDN 0 - _ O W Z z W Y J L U U) 0 0 U Z z Q J a Z Q � LU z Q O � U) Z 1 O cN W �Q 0 ~ LL Q LU J < J LU V = p� W Q � O O z Q Z J w SHEET NUMBER C500 0- w J J t- co w 0 Q N 0 N N L U (0 Cn z J d z ry L6 U U L co 0 a U c N co z cn ca c� U m L>LI 0 J H Y It It 1 I I 1 i PROPERTY LINE MATCH EXISTING \\ GRADE / CONNECT TO EXISTING MANHOLE. CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTION. —IE:915.39 SE TORM NHOL R =926. INV = UN E DETER E 121 LF - 15" RCP @ 0.50% MATCH EXISTING GRADE 60TH STR SEE SHEET C500 10LF-12"CMP @ 0.50% STMH 20 RE:924.62 CBMH 7 //,--4' SUMP W/ SAFL BAFFLE RE:924.16 IE:921.05 SE STMH 16^ rn MATCH EXISTING GRADE FX— PROPERTY LINE j -X—x—X--\- X-� x I "—x—x—x— MATCH EXISTING — — — GRADE LEGEND 925 CO] 100.00 G0.00 T/G:0.0 M E:0.0 0.0% PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED STORM SEWER PROPOSED SPOT ELEVATION :Z�]Y�L9��Zelllt��q;�q��9\�[�7►1 PROPOSED FLUSH PAVEMENT ELEVATION MATCH EXISTING ELEVATION PROPOSED DRAINAGE DIRECTION GRAPHIC SCALE IN FEET 0 10 20 40 Know what's below. Call before you dig. z O U ry () z O U O LL O z Q Cz_ G_ J W U z U LLI a U O U 0 0 Z Z O_ w J Y v N O N M w m O w (]f Z < z 0 < aoF," � �ww z�>L� �coW0� a�aa0 U) w ~o~�g QWWww _ Y_ U 2 �O�-jw �z D0 �OOz LLJU ~ 0 a = a 00 LU w LU U) z O U) w of z w O (N z 6 O N } 0, W Z O Y a � 0 zz WW z =cai)W�w� o Z m U U �O Q Q W N = O N fA } N a co a m m O N 0 m _ O w z z Y Y x U w cn 0 0 U 0 Z Z J Qa z� �z �o zl 2 W � W LL N Q LU W Q Z J w W � W w H J J SHEET NUMBER C501 LEGEND ti N O N CO N m z H J H Z) CO 67 C (6 r) U c 0 N (y) Z 73 N G7 (a m U W J >I H Y �� II �I II II II II II I► II II II II II II II II I� II 11 II II \\ II II \\ I II \\ II II \\ II II \\ II II \\ II II \\ II \\ II I I \\ \\ I I M O \ \ I I c) II 1\ II h— I \\ II LU \ \ I I LU II \ II L LJ LU \\ II LU II �\ II pC II II II Q0 II II II I II II I I O II II z II II II Q II II II � II II II � II II II O II II II U II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II I I I I I I CON II II II C II II II II II II II II II II II II II II II mm7m,�mmm`!� SEE TS 7 EET C601__- I E7 V i + I II I I I I I II I I W UNDE I I I WI MANA II I I I GRAD II I I +I II I I I.v �. + r I I L--J L--J I I �+ I W I IW + II I I ilk II I I II I I I y� TELECOMM SERVICE II I II I II PROPOSED CAR WASH 130' TUNNEL II IQ I �I II I NATURAL GAS SERVICE - I I I I .v l II �I I w w w FIRE AND DOMESTIC I i W I W W W I W WATER SERVICE I W W W W W W W ELECTRIC SERVICE - II I CONNECT POWER IN ROW. TRACTOR TO COORDINATE AND I W W W ERIFY WITH FRANCHISE UTILITY I W W W PROPOSED TRANSFORMER OMPANIES ON EXACT LOCATION u• N., ,y I I I I I W Po", II I W II I I IW W W �\ CONN[ I �°M POD\ W W VE II I 0 \ RELOCATED TELECOM LINE IN THE PROPOSED EASEMENT RELOCATED POWER LINE IN THE PROPOSED EASEMENT O O 7 WI� �I I I+ II -SS-4 RE:925.14 IE:917.39 S y I W IE:917.39 N w O I� II �, II I� II �I II y O I I �I n II I� II �I II I� II �I II o II �I II I� II 1 41 Sk I I W Y + ICY + +I w w w O W I �I II y WI W I� II �I IW I L W IW W +I WI O IW W W W oI f l 3-1 II :928.08 I I :921.08 N VA CO + I I I �Y I•Y PROPOSED SANITARY SEWER SERVICES. w REF MEP PLANS AND CARWASH {y O EQUIPMENT PLANS FOR DETAILS � II 0 � OII PROPOSED RECLAIM TANKS. SEE CARWASH EQUIPMENT PLANS FOR DETAILS I J� _0 I I KIWI 0II C7 PROPOSED SAND/OIL SEPARATOR. SEE I I CARWASH EQUIPMENT PLANS FOR DETAILS I I �IW O II 0 i � l + I I + I I OICV I I + I I cgs C�W � II CONSTRUCTION CONNECT GAS IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOON ,,, I— coM GAS CONNECT COMM IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION EXISTING PROPOSED D4 ►/ GATE VALVE HYDRANT < , REDUCER \ FT-1 FT-1 TEE (3) QS SANITARY SEWER MANHOLE co co SANITARY CLEANOUT I WATERMAIN D SANITARY SEWER STORM SEWER PO Vv' POW- UNDERGROUND ELECTRIC COM COM TELEPHONE GAS GAS GAS MAIN UTILITY PLAN NOTES Know what's b@IOW. Cal before you dig. GRAPHIC SCALE IN FEET 0 10 20 40 1. INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5. WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC: ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6. WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7. PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8. MAINTAIN A MINIMUM OF T-6" COVER ON ALL WATER LINES. 9. FOR WATER LINES AND STUB -OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10. MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. II. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12. ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14. IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15. REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20. EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23. ALL STORM SEWER PIPE JOINTS SHALL BE WATER -TIGHT CONNECTIONS. 24. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON -SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. U) Z O U) W of z reo U 00 z 6 O cp N } cn W z Y O � LL CO O LO w LO Z Q CD m QZOP 0- 0 ui 2 zw aj�F a �ct)WOW 0 W O Of Z ���o) (D z� 0 Q W J Q W W W WJ O >( U X �O2_jw Y x O W O Z Q X U Z aa w 0 X � oLLJo�0zz Z Z o < < U N = W O � � N U) } 0� N Q G0 Q m m - CDN 0 m _ O W Z Z W Y J L U U) 0 0 U z Q J a F J O _ U M L.L U) z O U O LU LL Q LL 2 O N Q LU Q Z < III LU Cz G J w SHEET NUMBER C600 oL 0- ZI 2 W H J J H co Cz ti N 0 N CO N U i m z Q J H J_ H Z) U) r) Q U c N Z 73 N ca m U L>LI J I Y 930 l We — — — — — SS-2 RE:925.01 \\ IE:915.91 S 7, IE:915.91 E I D O CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES THROUGHOUT CONSTRUCTION. 60TH STREET SEE SHEET C600 0 0 rn rn N N rn rn 10+00 1 / I / I / / CONNECT TO EXISTING MANHOLE CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTUCTION. IE:909.73 E IE:912.13 W 12+00 11+00 �1-189 LF - 6" PVC I @ 2.00% ` 74LF-6"PVC @2.00% ONTH RE:925.14 IE:917.39 S IE:917.39 N SANITARY SEWER PROFILE 1� 0 cn W 2ornrn Q°�rna> U j x - - O \\ i . — — — — — — — — — — — — — — — 74LF-6"PVC@2.00j 11+00 189LF_6„PV- 12+00 rn co 7 M Q°'•rn H W W 930 920 910 LEGEND EXISTING D4 Q co E POW COM GAS GRAPHIC SCALE IN FEET 0 10 20 40 HORIZONTAL 0 1 2 4 VERTICAL PROPOSED H FT-1 O co I POW- COM GAS GATE VALVE HYDRANT REDUCER TEE SANITARY SEWER MANHOLE SANITARY CLEANOUT WATERMAIN SANITARY SEWER STORM SEWER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN Know what's below. Call before you dig. GRAPHIC SCALE IN FEET 0 10 20 40 U) Z O U) W of z 2 o 00 z rn O N } 0, W Z Y O � W 0 w � ¢ z QLO aZOm � Wo(� w 21) W za jLL a <cnO W 0 W Z U) 0 U (D Z U �D��Q w 2J J Q W W W W O X _ �_ _U 2 X �O, >W Y x O W D Z Q X U H p Q D Q X }UZ�WO X LU m L= CY Q z W O Z Z_ Z U m U �O Q Q U _ W LLI N (� O � F- N U) } 00 N Q G0 Q m m O N 0 m _ O W Z Z Y LD Y U W S cn 0 0 U z J a F DF- O U) z O U O W �Q LL V LL = O N Q LU Q z a W J LU C/) Q CZ_ G_ J w SHEET NUMBER 0- C601 ZI 2 t 0- 00 N 0 N N U C6 c� 0 z Q a- LU a- U U) 0 z Q J m U) a- 0 Q I) U) a� 0 M_ z U) co a� W 0 J I H V iii TEES�HEETC401 ■ i S i ■ ■ i i ■ i i iii MEMO M < < & 1 ■ ■ i AT ■ ■ ■ c ■ II °0 0 °°°° 0 a u ■ �• O + oo + � ■I O o + ■ °°o o ■ 1 I °O Q O 0 ■ ■I • 0o Oo O ■I �� O ■� °+ O 0 I■ ■ i ` + B ■ + + o a II■ III + A c +\■ + O ■I °Q +I �■ i O + ■ Y O °V . + I ■ I ° ■ ++ j ■ ■li c O I I■ I ■�I + A � II■ ■ II ►� ■ + II 0&:) ■ II + ■ II r, c ■ :II � LL_ j. � I ■ ■ + I---- B - - - - - - I II ■ ■ �// i C C M C 0 M ■ / I + I '1 Ell \ I J I ■ I I � 11 1� ■� ' c ■ p P. ■ I � 11 I ■ I I .: A I i ■ 1. ■ I II II ■ I j I II ■ ■ o i r CAR WASH I ■ .I ■ I� ;+130' TUNNEL ■ ; ±4,600 SF I I ■ ■ I + k i I ■ ■ ;, + II ■ I O Ike• o I ■ l 0 Y■ ■ II i - - --- I O ` I ■ ■i ' ■ I I O i I ■ Ell O I II■ I ■ II i OS i ■ I ■ I ,I ■ ■i ;+r7lII■ ■ I �+ ors II ■ ■ c =, + I ■ -, d ----- Ain- ---- u ■ � ° moo --- � o _ -- -- + ■ q ° U) I II ■�i� D c O C) ■ ■ o i coM n ■ v �►�i� ��b ^ �► � � h 0,10 At at Oo � �0�� PLANT KEY SYMBOL CODE COMMON NAME CONIFEROUS TREE OVERSTORY TREE BLACK HILLS SPRUCE EASTERN RED CEDAR BOULEVARD LINDEN DISCOVERY ELM IMPERIAL HONEYLOCUST CONIFEROUS SHRUBS + GOJ GREY OWL JUNIPER MDJ MEDORA JUNIPER ''�J-V,VVV�VUG�c + SGJ SEA GREEN JUNIPER �9nnnnn°c DECIDUOUS SHRUBS OBLC IROQUOIS BEAUTY BLACK CHOKEBERRY DBH DWARF BUSH HONEYSUCKLE C j GGD GARDEN GLOW DOGWOOD OGLS GRO-LOW FRAGRANT SUMAC ORNAMENTAL GRASSES OHMS HEAVY METAL SWITCHGRASS - = KFG KARL FOERSTER FEATHER REED GRASS 41\11011111• LBS LITTLE BLUESTEM �9�nnnn°c PERENNIALS OALL MILLENIUM ORNAMENTAL ONION j D BES BLACK-EYED SUSAN OPBS PRAIRIE BLAZING STAR • PCF PURPLE CONEFLOWER j ) PDS PRAIRIE DROPSEED WLC WALKER'S LOW CATMINT NOTE: SEE SHEET L102 FOR FULL PLANT SCHEDULE LANDSCAPE SUMMARY LANDSCAPE REQUIREMENTS LANDSCAPE AREA REQUIRED: LANDSCAPE AREA PROVIDED: STREET TREES REQUIRED: STREET TREES PROVIDED: PARKING LOT PLANTINGS REQUIRED PARKING LOT PLANTINGS PROVIDED LANDSCAPE LEGEND 12,197 S.F. = 20% OF LOT = 60,984 S.F. * .20 25,718 S.F. = 42% OF LOT 13 TREES = 1 DECIDUOUS TREE / 40 L.F. 510 L.F. OF R.O.W. / 40 17 TREES 1 DECIDUOUS TREE AND 2 SHRUBS / ISLAND 2 DECIDUOUS TREES AND 4 SHRUBS TOTAL 2 DECIDUOUS TREES AND 4 SHRUBS EXISTING DECIDUOUS TREE (TYP.) + EXISTING CONIFEROUS TREE (TYP.) O EXISTING SHRUB (TYP.) ' EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, ■ SOD ALL DISTURBED AREAS (TYP.) 3-6" DIAMETER RIVER ROCK AT MIN. 8" DEEP OVER 6 OX. GEO-TEXTILE FABRIC (TYP.) LANDSCAPE KEYNOTES 0 O EDGER (TYP.) 0 2-3' BOULDER (TYP.) 0 ROCK MULCH (TYP.) 0 SOD (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 Know what's below. Call before you dig. cn w Q U O U cn z Z Q Z CE O } w J Y N N O N } co w ooQO Q Z � QzO� wO0<5 zacnw= i w cf) 3:a-ao �F'c, F a U z O QwwwUcn 2��c)ww � p J F Z } K } } = Z �o�0<0 w LL Q LL, LU } U z 2 Q ~ [DLpQU� wL —01—cn m I z O w IY °I z 00U 00 cp N } L0 W 0 J W Z Y O 11111 00 N 00 co LO Q J a_ 0 0 w z w z c> J J 2 Q N z � Q N } co � N O wa�=pzw c F J F p U z 0 U U _ w � ° N CDN N Q c0 = U) Q CO p m Q cfl _ Y co O w Q w Z 9 m Z � Q p w y v w tOJ� p p U z a J LU a z cl) O p U z a J V) C zC O U LPL O to LULL �a 0 LL O In Na wp�� z _jQ Wa J LU a � C—C G W H Q z J J J ~ co SHEET NUMBER L100 ,y w 0 G Q 00 N 0 N CO N L L r� V 0 z Q J m W U U) r) z J J L U) 0 Q U c U) N z c� U m w J I U H Y 1 O 1 I r �i ■ SEE SHEET L100 ■ �1 i _► ►— ......... ■ .. ■ ■ ■ Know what's be I Ow. Call before you dig. GRAPHIC SCALE IN FEET 0 10 20 40 U) z O U) w ry 0 z N LO U Z Z � } cf) W W J J Q < O 0 J w U ( a � Q Q 00 o O Z Q N LO W 0') J Q ~ O O Z w jICU _j a w Y X v Q N J O Q N i7 O O M V [O W D O J 0 m N m d Q Z >� Q Z > LO O U) J W > W Q d Z 0-j LL m 2 �cf)WOF in a�0- W W z U) Z 0 0 2� W Z Q F F Z) U) J Z U 2 J 0 U) F QWWwUU J x _ af U W W Q X X } O J= Z OZ Z X X F � Of LL W 0 W 0 a O W X r0z2a� x m E-L p Q U < = d O 2 Q 2 Q —cf)2FJF 0 Z Y- �e �O U U W N = LLJ O � N U) } N Q GO Q m m O N 0 m _ O W Z Z Y Y U W S cn 0 0 U Z Q J a W a U) c z a J zl 2 W W LU o V L N Q w L W � Q Z J w � W w H J J H SHEET NUMBER L101 Q 00 N 0 N co N U cz 0 U) J LU 0 w IZ U U) C) Z Q J m m U) c co Q C M_ Z N U) c>B co m > W 0 J I H Y 2X ROOT BALL WIDTH NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. ONLY DEAD BRANCHES SHOULD BE PRUNED THE FIRST YEAR. CORRECTIVE PRUNING SHOULD BE DONE THE SECOND YEAR AFTER PLANTING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. OPEN TOP OF BURLAP AND REMOVE NURSERY -ADDED SOIL WITH A TROWEL UNTIL THE TOP OF THE FIRST LARGE LATERAL ROOT IS VISIBLE. SET BALL INTO HOLE SO THAT THE TOP OF THE ROOT IS AT SOIL GRADE. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. ICI � . i - - - DOUBLE SHREDDED HARDWOOD MULCH PLANTING SOIL_11I1 ENSURE NO MULCH TOUCHES TREE TRUNK AS SPECIFIED III- O III TREE PLANTING DETAIL SCALE: N.T.S. ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED III- I� I =I I I-1 i° '- PREPARED PLANTING BED AND � BACKFILL SOIL NOTES: (THOROUGHLY LOOSENED) c� Q (n 1. SCARIFY SIDES AND BOTTOM OF HOLE. co 2. PROCEED WITH CORRECTIVE PRUNING OF ROOT. CORRECTIVE PRUNING OF TOP SHOULD WAIT UNTIL THE SECOND YEAR AFTER PLANTING. ONLY PRUNE DEAD OR DAMAGED BRANCHES DURING YEAR ONE. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. a) 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 0 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. c 6. BACK FILL VOIDS AND WATER SECOND TIME. a 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 0 8. MIX IN 3-4" OF ORGANIC COMPOST. Q U Q � SHRUB /PERENNIAL PLANTING DETAIL U) SCALE: N.T.S. 0 c 0 a 0 c 0 c .0 GLACIAL TILL BOULDER WITH SMOOTH EDGES (LOCAL STONE SOURCE), SIZE u) RANGE FROM 36" TO 48" (+) DIAMETER. DO NOT USE CRACKED OR BROKEN BOULDERS. SEE LANDSCAPE PLAN FOR 2 LOCATION. BOULDERS NOT TO BE cn PLACED CLOSER THAN 2' TO ANY PAVEMENT AND NO FURTHER THAN 3'. U) c SEE LANDSCAPE PLAN FOR MATERIAL 0 c 0 U) a� Q 0 c 2) cn m COMPACTED SUBGRADE Q a� 0 a MINIMUM 1/3 OF BOULDER BURIED BENEATH FINISH GRADE UNDISTURBED SUBGRADE Q) 0 c TRAFFIC BOULDER DETAIL U V J SCALE: N.T.S. Z 1;9x911[67k1 L102 PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL NAME [K�7►11��:Z�1�I.��:��� OVERSTORY TREE SYMBOL CODE CONIFEROUS SHRUBS GOJ MDJ 0 + SGJ 9nnnnn°c DECIDUOUS SHRUBS O BLC 0 DBH r 7 GGD € � GLS ORNAMENTAL GRASSES O 'JVVVV�`LC ''nnnnnncc PERENNIALS 3 9! 4 3 5 QTY PICEA GLAUCA 'DENSATA' JUNIPERUS VIRGINIANA TILIA AMERICANA 'BOULEVARD' ULMUS DAVIDIANA JAPONICA 'DISCOVERY COMMON NAME BLACK HILLS SPRUCE EASTERN RED CEDAR BOULEVARD LINDEN DISCOVERY ELM GLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPERIAL' IMPERIAL HONEYLOCUST BOTANICAL NAME COMMON NAME CONTAINER ::: ::: CV. CONTAINER 12 JUNIPERUS VIRGINIANA GREY OWL' GREY OWL JUNIPER #5 CONT 7 JUNIPERUS SCOPULORUM 'MEDORA' MEDORA JUNIPER #5 CONT 20 JUNIPERUS CHINENSIS 'SEA GREEN SEA GREEN JUNIPER #5 CONT 20 ARONIA MELANOCARPA 'IROQUOIS BEAUTY TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT 16 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT 3 CORNUS HESSEI GARDEN GLOW GARDEN GLOW DOGWOOD #5 CONT 23 RHUS AROMATICA 'GRO-LOW GRO-LOW FRAGRANT SUMAC #5 CONT HMS 86 PANICUM VIRGATUM 'HEAVY METAL' HEAVY METAL SWITCHGRASS #1 CONT KFG 18 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONT LBS 13 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM #1 CONT ALL 12 ALLIUM X 'MILLENIUM' MILLENIUM ORNAMENTAL ONION #1 CONT BES 17 RUDBECKIA FULGIDA BLACK-EYED SUSAN #1 CONT PBS 11 LIATRIS PYCNOSTACHYA PRAIRIE BLAZING STAR #1 CONT PCF 19 ECHINACEA ANGUSTIFOLIA PURPLE CONEFLOWER #1 CONT PDS 47 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT WLC 38 NEPETAX'WALKER'S LOW' WALKER'S LOW CATMINT #1 CONT 3/16" X 5" STEEL ED"' TURF/SC 12" STEEL EDGER SPIK SECTION A STEEL EDGER DETAIL L102 SCALE: N.T.S. L102 m LANDSCAPE NOTES CAL/SIZE w PLANTING 1. CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 6' HT. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. W 6' HT. z O 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. j w 5. PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 2.5" CAL. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. o ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. 2.5" CAL. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. z CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. N 2.5" CAL. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. z v :E z z 9. INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING w SPACING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. Q :5 10. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF Op Lu 0 NECESSARY; TEMPORARY ONLY. - L Q Q o O 4' O.C. 11. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF o cp _ <z CD N } THE BALLED &BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT w 0') Lo J COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE Z 0 w 4' O.C. SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. wi 0 12. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART J Q 5' O.C. PEAT POTS. 2 w Y X Q 13. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR N Q BRANCHING OF EXISTING AND PROPOSED TREES. 0 0 0 4' O.C. 14. WRAP ALL SMOOTH -BARKED TREES -FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. N 00 3' O.C. SOIL 5 O.C. 16. TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS LARGER THAN ONE >_ m INCH, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE TO BE BETWEEN 5.4 AND 7.0. w o w z ¢ U00 co 4 O.C. REMOVE DEBRIS AND WEEDS FROM SUBSOIL. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS Q Z zoLo AND 12" DEPTH TOPSOIL FOR TREES, SHRUBS AND PERENNIALS. LIGHTLY COMPACT TOPSOIL AFTER w O 0 _ Q PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL. z a > U- _ a_ JcnwO o o 17. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO co of of D a o ui z U) PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY O o J J 3 O.C. SOIL AMENDMENTS. Q a w w v 0 _ 2 U w w J �- z Q N 18. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL 24" O.C. o r r = z O z > co BORROW ~ z 7) �o�oa EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND o a o ¢ a o 0 18" O.C. LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS m Q AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. w-�-U) w w O ¢ o w w = MULCH CO2~J~ z Y Y 19. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. DOUBLE SHREDDED 0 U U Q � 1.5 O.C. HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. MULCH TO w `� N = BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE -FREE), OR APPROVED EQUAL. ROCK ­) o w o 18" O.C. MULCH TO BE TRAP ROCK, BUFF LIMESTONE, RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR � N Q coQ m >_ APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER Q � com o MANUFACTURER RECOMMENDATIONS, USE CORNSTARCH BASED GERMINATION PREVENTOR OR APPROVED = w v 18" O.C. EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH Y Q U Q w NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18" O.0 18" O.C. EDGER uj 18" O.C. 20. EDGING TO BE COMMERCIAL GRADE COL -MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR uj BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). Q W SEED/SOD z 21. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD O MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. j SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 22. PROVIDE IRRIGATION / PROVIDE NEW SYSTEM, OR MODIFY EXISTING IRRIGATION PER OWNERS (n Z DIRECTION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE z CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT O FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED U AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND O APPROPRIATE TECHNOLOGY. r W Q O ♦♦ V ESTABLISHMENT L� W 23. PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR O N L W IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. z Z _j Q 24. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS 5 a Lu a V♦ ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. N H C�C L.L �/� c G w QLu z J J J ~ W 0y SHEET NUMBER L102 Jason Storm Local Guide•101 reviews•181 photos 4 months ago $10-20 Some of the best breakfast food I've ever had. What a great idea for a food truck! I'm in stillwater for my anniversary and as long as this truck is here I will make it part of my visit. Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Irfan Khan 3 reviews-2 photos 6 months ago Dine in I Breakfast 1 $10-20 Hands down the best breakfast I have ever had! We're from Toronto and nothing has ever come close to this place. The customer service was amazing as well. We can't wait to come back! - Ali Dietary restrictions: Gluten free and seed oil -free kitchen! Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Abbie Holm 4 reviews 4 months ago Love this place! Quality ingredients and amazing staff. My son says it's the best egg sandwich he's ever had. So glad The Good Egg is in our town! Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Jennifer Chance 18 reviews-4 photos 8 months ago Best sandwich I've ever had! Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Madeline ODonoghue 6 reviews 8 months ago This place is a little gem of its own. Stillwater absolutely needed a place where someone can grab a delicious & wholesome breakfast sandwich quickly! Perfect little stop while going for a morning walk or exercise! The aioli on the sandwich was s0000 yummy! Fingerlicking delicious food with high quality ingredients! Five stars! Food:5/5 1 Service:5/5 1 Atmosphere:5/5 Mary Johnson 8 reviews 9 months ago The office manager brought in breakfast for all. All raved! Sour dough toasted bread- yum, fresh eggs-yum, and BACON!!