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HomeMy WebLinkAbout2022-04-05 P & Z Packet CITY OF CENTERVILLE PLANNING AND ZONING COMMISSION MEETING AGENDA Tuesday, April 5, 2022 6:30 p.m. Meeting is being held in-person! Meeting Live Streamed at: https://northmetrotv.com/centerville-stream/ I. CALL TO ORDER 1.Roll Call II.PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA IV. PUBLIC HEARINGS (6:30 PM or shortly thereafter) 1.None V.AWARDS, PRESENTATIONS, APPEARANCES 1.None VI. OLD BUSINESS 1.None VII.NEW BUSINESS 1.Project Banjo a.Concept Plan Review b.Consideration of a Planned Unit Development VIII.APPROVAL OF MINUTES 1. March 1, 2022 Planning & Zoning Commission Meeting Minutes IX.ANNOUNCEMENTS/UPDATES 1.Council Member Liaison 2.Administrator’s Report X.ADJOURNMENT INFORMATION None REMINDERS Parks & Recreation Committee – Wednesday, April 6, 2022 City Council Meeting – Wednesday, April 13, 2022 Economic Development Authority – Wednesday, April 20, 2022 Planning & Zoning Commission – Tuesday, May 3, 2022 CITY OF CENTERVILLEREQUEST FOR ACTION Agenda Item # Department: RequestedMeetingDate: April 5, 2022 Planning and Zoning VII.1 TITLE OF ISSUE: Project Banjo BACKGROUND AND SUPPLEMENTAL INFORMATION: See attached application materials, staff memo and other background information. The Commission will be asked to review the project submittals and flesh out as many details as possible, so that the applicant can have a more complete set of documents for a Public Hearing in May. Additionally, the Commission will be asked to judge whether or not this development should be handled through a Planned Unit Development (PUD). Finally, if the Commission feels that this project will be ready, they should call for a public hearing. COST AND SOURCE(S) OF FUNDING: See attached fee income and tax estimate. REQUESTED ACTION: Motion to require that the development be submitted as a PUD, finding that the proposed development could be best handled as a PUD. Motion to call for a Public Hearing on May 3, 2022 at the regular Planning and Zoning Commission Meeting. For Clerk’s Use: SUPPORTED DOCUMENTS ATTACHED Motion By: ____________________________________ Resolution Ordinance Contract Minutes Plan Map Second By: ____________________________________ X Vote Record: Aye Nay _____ _____ Staff Memorandum, Applications Other (specify) ____________ _____ _____ _____ _____ Plans, Narrative _______________________________________________________________ _____ _____ _____ _____ _______________________________________________________________ _____ _____ _____ Refer to: _________________________________ Tabled Until: ______________________________ Consent Other: ___________________________________ Regular 733 Marquette Avenue, Suite 1000, Minneapolis, MN 55402 Planning Report DATE: April 5, 2022 TO: Centerville Planning & Zoning Commission FROM: Phil Carlson, AICP, Stantec APPLICANT: Chad Lockwood, Ryan Companies REQUEST: “Banjo” Distribution Center, Preliminary Review – CUP, Site Plan, Plat st Avenue (Rehbein Black Dirt) ADDRESS: 6900 Block of 21 PIDS: 24-31-22-32-0003 & 24-31-22-32-0002 OWNER: Rehbein Properties INTRODUCTION A national company proposes a 140,000-sq-ft distribution center on now vacant land owned by Rehbein Properties in the industrial park. The user is confidential for the time being; the project is going by the name “Banjo”. They are represented locally by Ryan Companies. The project site consists of three parcels totaling just over 40 thst acres, between 20 and 21 Avenues, north of Fairview Street, and south of Commerce Drive. The site is essentially vacant, being used for Rehbein’s large-scale black dirt operations. The site has street frontage on three sides: thst on the east and west along 20 and 21 Avenues, and south along Fairview Street. The northeast corner of the site touches the st intersection of Commerce Drive and 21 Avenue. Clearwater Creek angles across the northern quarter of the site, separating a 5-acre triangle of land, mostly wetland, from the rest of the site. Adjacent uses and zoning are industrial to the north and south in st Centerville, as well as east across 21 Avenue in Lino Lakes. To the th west across 20 Avenue are commercial zoning and uses, including the Creative Kids Academy daycare, Centerville Storage mini-storage, and Mechanical Air Systems. Land Use Plan and zoning map excerpts are included on the page following the next. April 5, 2022 Centerville Planning & Zoning Commission Page 2 of 9 RE: Banjo Distribution Center, Preliminary Review – CUP, Site Plan, Plat SITE LAYOUT The generalized site plan is preliminary and is illustrated below. The building is centered on the site, with a 297-car employee parking lot on the east side of the building. A parking lot of almost 600 spaces for delivery vans and their drivers is on the south side of the lot, with an additional staging area of 144 van loading spaces between the building and the van parking area. The north 72 van staging spaces would be covered by an open canopy, but the south group of 72 spaces would be an open parking lot. On the west side of the building are 15 truck loading docks and 13 truck stth Avenue or Fairview Street; none from 20 Avenue parking spaces. All site access comes from 21 and none from the north side. The applicants have indicated their access driveway onto Fairview Street would line up with the access point for Sutton Transport to the south. April 5, 2022 Centerville Planning & Zoning Commission Page 3 of 9 RE: Banjo Distribution Center, Preliminary Review – CUP, Site Plan, Plat PLANNING ISSUES There are a few basic issues the Planning & Zoning Commission may want to discuss in this preliminary review before the application is officially considered: Uses & Process Site Issues: o Loading Facilities o Traffic o Parks and Trails o Architecture & Building Materials o Lighting o Signage April 5, 2022 Centerville Planning & Zoning Commission Page 4 of 9 RE: Banjo Distribution Center, Preliminary Review – CUP, Site Plan, Plat USES Truck Terminal The proposed use involves bringing goods onto the site in trucks, unloading, sorting, repackaging them for distribution, and loading them into vans for delivery. The applicants describe the proposed uses as warehouse and office, noting the facility will distribute merchandise to customers. The zoning code table of uses lists “Warehouse/Distribution” as a permitted use in the Industrial district and notes “Truck Terminal” as a conditional use. There is no definition for truck terminal in the code, but the proposed Banjo facility meets a typical dictionary definition: TRUCK TERMINAL means a building, structure or place where trucks or transports are rented, leased, kept for hire, or stand or park for remuneration, or from which trucks or transports, stored or parked on the property, are dispatched for hire as common carriers or where goods are stored temporarily for further shipment. Outside Storage Since the above truck terminal use is by CUP, parking of trucks and trailers also becomes an issue as “outside storage”. In 156.040(M), storage is regulated in the I-1 district (underline added): (M) Storage. For the purpose of this zoning district, car, vans and pickup trucks parked outside and used by employees and/or visitors in the normal course of the business operation will not be construed to be outdoor storage. Further, outside parked trucks and semi-trailers used in the normal business commerce will not be construed to be outdoor storage: (1) Provided that the total number of trucks and semi-trailers does not exceed the number of docks and/or bay doors; and (2) This use is not construed as an operation listed as a conditional use in any industrial zone. The proposed number of trailer parking spaces is less than the number of docks. Trucks and semi- trailers are part of a conditional use and therefore count as outside storage. It is implied that this outside storage of trucks and semi-trailers would be reviewed with a CUP. In Section 156.144 (M)(2), outside storage is also addressed, noting that “equipment . . . necessary to an approved business operation in a commercial or industrial district” is prohibited “except as specifically provided for in this chapter.” This outside storage “must be completely screened from adjacent properties and rights-of-way”. Together with the provision above from 156.040(M)(2), I conclude that the storing of trucks and semi-trailers for this truck terminal use must be completely screened and will be reviewed within the CUP process. Height Structures over 35 feet in height are only allowed by CUP, per Section 156.121(A). The proposed building would be 44 feet in height, so a CUP for that feature is needed as well. April 5, 2022 Centerville Planning & Zoning Commission Page 5 of 9 RE: Banjo Distribution Center, Preliminary Review – CUP, Site Plan, Plat PROCESS The applicants have applied for a conditional use permit, site plan review, and preliminary and final plat. The CUP is for a truck terminal, but the outside storage and building height also need CUPs. These issues could all be bundled in one conditional use permit, as long as each issue is discussed and conditioned separately once formal review is considered. The Planning & Zoning Commission also has the option of requiring a planned unit development (PUD) for the project as well, under Section 156.222: The Planning & Zoning Commission may require that any development be submitted as a PUD when in their opinion the proposed development could be best handled as a PUD. The key difference is that a CUP follows specific procedures and criteria outlined in the code and the project must still meet other standards, such as setbacks. A PUD may take into account other factors on and off the site and can vary from the strict standards in the code (without a formal variance) if there are benefits to the City or future users of the site. There are a number of issues associated with this use and this site which may be best addressed with a PUD. There are therefore two paths this project could take: 1)Straight CUP – process the truck terminal, outside storage, and building height under the zoning code standards for each use and place conditions on the project as appropriate. Since the outside storage and building height issues were not specifically applied for previously, the CUP application needs to be amended to include those. A new 60-day deadline would start with the amended CUP application. 2)PUD – process the entire project as a planned unit development (which is itself a CUP), but all issues can be negotiated within the approval. The PUD process gives the City more flexibility with respect to zoning and site plan standards, and looks for public benefits to be gained over the straight zoning process. A new 60-day deadline would start with the PUD application. 3)Within either process, the site plan and preliminary plat would need to be reviewed and approved. SITE ISSUES Loading Facilities/Screening The Zoning Code has standards for location of loading facilities in the Industrial District in 156.040(L): Loading facilities shall be on the side of rear yards. When adjacent to and/or visible from any public street, the facilities must be adequately screened. April 5, 2022 Centerville Planning & Zoning Commission Page 6 of 9 RE: Banjo Distribution Center, Preliminary Review – CUP, Site Plan, Plat The Banjo facility has two “loading facilities” – the truck docks on the west side of the building and st the van loading area on the south side of the building. The front of the lot is 21 Avenue, the rear is opposite the front by code, so the truck loading docks on the west are in the rear yard. They are th adjacent to 20 Avenue, however, so they still must be adequately screened. The van loading area on the south side of the building also qualifies as a “loading facility” – it is the area where 344 vans will be “loaded” with the packages from this facility for delivery. The south side of the building is a side yard, which does not allow a loading facility. There may be different ways to address this – enclose the van loading area completely within the building, rearrange the site to put it in the rear yard, or negotiate a satisfactory arrangement within a PUD. This is one example of how a PUD might be an easier and more useful tool in this process than a straight CUP. The proposed landscape plan provides significant landscaping behind the loading docks in th addition to existing volunteer vegetation along 20 Avenue. An 8-ft chain link fence is proposed around the truck loading dock area. A fence or wall, perhaps 8 ft tall, may also be considered for completely screening the west/truck dock side of the site. There is a 6-ft wooden fence proposed st Avenue sides of the site, seen on the site plan and along the Fairview Street and part of the 21 oblique view on the next page. There is also a 5-ft PVC-coated chain link fence between the van parking and the van loading areas. Another concern is noise from the van loading area that might be mitigated by enclosing this part of the operation. The City Code in Section 91.09(A)(3) stipulates: No person shall create loud and excessive noise in loading, unloading or unpacking any vehicle between the hours of 10:00 p.m. and 7:00 a.m. Potential noise issues could be reviewed in detail and negotiated within a PUD. The landscape plan proposes significant screening around and between all parts of the site which will be reviewed in more detail within the formal approval process. Traffic The facility will generate considerable traffic – 344 vans leaving in the morning and returning in the evening. The operation deliberately avoids the peak morning and evening rush hours: vans leave the site between 9:50-11:30 am, returning from 7:10-9:10 pm. Still, this traffic will have an impact on st adjacent roads, especially the intersection of Main Street and 21 Avenue. A preliminary traffic study has been prepared by the applicants’ consultant and the City staff has requested more information and analysis. The revised traffic study was not available as of this writing. Parks and Trails The project will require park dedication according to the City’s subdivision ordinance. At the City’s option, this could include dedication of actual park land or cash in lieu of dedication. Trails to serve this site and other areas nearby may be required in addition to other park dedication. This will need to be carefully considered, given the busy roads and truck traffic in the area. April 5, 2022 Centerville Planning & Zoning Commission Page 7 of 9 RE: Banjo Distribution Center, Preliminary Review – CUP, Site Plan, Plat Architecture & Building Materials The building is proposed to be 44 feet in height. Code allows buildings over 35 feet in height only by CUP and only with increased setbacks. This issue could also be dealt with within a PUD, along with other building and site issues. The exterior materials of the building are proposed to be precast concrete panels painted gray, with a colored band at the top – see elevation and oblique site views below and on the next page. There will be glass windows on the front (east) side of the building where the offices are located. The narrative indicates that there are reveals in the concrete panels to lend interest, but what is proposed is essentially a very large gray box with a stripe around the top. The code in Section 156.040 (P) requires: Industrial buildings are required to be constructed of brick, decorative block or approved textured masonry product. Pole barn type buildings are not allowed. Buildings are required to have contrasting architectural features and must be designed to be aesthetically pleasing. The canopy over the van loading area is proposed with a standing seam metal roof to match the colors of the building. The Commission is tasked with reviewing the architecture and building materials as part of the formal review. st East Elevation (toward 21 Avenue) Partial south Elevation (toward Fairview Street) April 5, 2022 Centerville Planning & Zoning Commission Page 8 of 9 RE: Banjo Distribution Center, Preliminary Review – CUP, Site Plan, Plat View North from Fairview Street st Avenue View West from 21 April 5, 2022 Centerville Planning & Zoning Commission Page 9 of 9 RE: Banjo Distribution Center, Preliminary Review – CUP, Site Plan, Plat Lighting Lighting is proposed on the building, under the van loading canopy, and around the parking areas on light poles. The lighting plan indicates the light poles will be 24’-8” or 37’-0” in height. All lighting is downcast cutoff type fixtures with less than 0.5 footcandle at all points on the perimeter of the site. The lighting under the van loading canopy is understandably brighter, but the photometric plan indicates that light levels fall off quickly to typical parking lot level of about 2 footcandles within a short distance out from the canopy. Signage Signage is proposed on the building and on two freestanding signs at the entrances. Signage will be reviewed in more detail in line with the City’s standards. RECOMMENDATION We have no recommendation at this time on the project but suggest the Commission pose questions they want answered and consider the issue of processing the application as a PUD. 60-DAY RULE The Site Plan and Plat applications were submitted and fees paid March 9, 2022. The deadline for final action on the Site Plan is May 9, 2022; the preliminary plat has a separate 120-day deadline which is July 8, 2022. The CUP application was submitted and fees paid on March 29, 2022. The 60-day deadline for final action on the CUP is May 29, 2022, which can be extended if more time is needed for review. With consideration of a PUD vs. CUP, the applications may need to be revised in any event. As noted above, with amended CUP applications or a PUD application, the deadlines may change. 1 OF 1 Said easement for DATE:02/22/2022 SHEET NUMBER: Said permanent & temporary easements for roadway, drainage andSaid easement for ditch purposes affects the subject property and are PROJECT NUMBER: 0034494 Said easement for drainage and utility purposes affects the subjectSaid easement for sanitary sewer purposes affects the subject propertySaid easement for drainage and utility purposes affects the subject Said easement for sanitary sewer purposes affects the subject property and Said temporary easements for roadway, drainage and utility purposes terminated as Said easement for sanitary sewer purposes affects the subject property and is depicted possible from information available. The surveyor has not physically located the underground utilities. (State property and is depicted hereon.property and is depicted hereon.2339191.009 (A). MN304245/214029-NCS having an effective date of October 1, 2021 at 7:00 am.Flood Hazard, Areas of 1 % annual flood with average depth less than one foot or with drainage areas of lessthan one square mile), Zone A (Without Base Flood Elevation) & AE (With Base Flood Elevation or Depth)when scaled from Flood Insurance Rate Map Community - Panel Number 27003C0366E dated 12/16/2015.(Table A Item 3)surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area,either in service or abandoned. The surveyor further does not warrant that that the underground utilitiesshown are in the exact location indicated although he does certify that they are located as accurately asOne Call Ticket Nos. 220310577, 220310606, 220310634 & 220310649). (Table A Item 11a)moving work, exterior building construction or building additions. (Table A Item 16)or sidewalk construction or repairs. (Table A Item 17)subject property, the surveyor is not aware of any off site easements or servitudes other than shown hereon.(Table A Item 18)throughout the contract term. A Certificate of Insurance can be furnished upon request. (Table A Item 19)subject property. There is a possibility that existing improvements that would normally be observable withoutthe snow cover may exist.Interstate Highway 35E milepoint 123.40, 50.1 feet south of County Road 14 eastbound, 1.5 feet north of awitness post. Elevation=931.458. (NAVD 88)Document No. 1354080.0 (A). Consent of Easement Holder to Subordinate Drainage and Utility Easement to Sanitary Sewer Easement,executed by the City of Centerville, dated November 15, 1999, recorded November 19, 1999, as Document No.hereon.Document No. 1455073.0 (A). and is depicted hereon.Document No. 1468569.0 (A). Document No. 1992466.009 (A). utility purposes affects the subject property and are depicted hereon.Partial Vacation of Easements dated September 8, 2021, recorded October 4, 2021, as Document No.of October 4, 2021 and are not depicted hereon.Document No. 2145628.001 (A). depicted hereon.dated August 11, 2016, recorded August 12, 2016, as Document No. 2145628.003 (A). drainage purposes affects the subject property and are depicted hereon.Document No. 341326 (T). are depicted hereon. 1470492.0 (A). Parcel 1:Anoka County, Minnesota, as measured at a right angle to the South line of said Northwest Quarter.Abstract PropertyParcel 2:Minnesota, which lies northerly of the South 662.45 feet of said Northwest Quarter as measured at a right angleto the South line of said Northwest Quarter.Abstract PropertyParcel 3:lying easterly of the centerline of County Road No. 54, Anoka County, Minnesota.GENERAL NOTES 2. The address of the surveyed property is Unassigned. PID Nos: 24-34-22-32-0003, 24-34-22-32-0002 &23-31-22-41-0054. (Table A Item 2)3. Subject property appears to be classified as Zone X (area of minimal flooding), Zone X* (0.2% Annual Chance4. Subject property contains 1,773,859_ Sq. Ft. or 40.722 Acres. (Table A Item 4)5. No Zoning information provided by the client. (Table A Item 6 (a)6. All exterior building dimensions are shown at ground level. (Table A Item 7 (a))8. There are no party walls with respect to adjoining properties. (Table A Item 10)9. The underground utilities shown have been located from field survey information and existing drawings. TheItem 14)SCHEDULE B II TITLE ITEM NOTES commitment.Items 1-11 & 19 are not survey matters.SURVEYOR'S CERTIFICATE To: Ryan Companies US Inc.,Rehbein Properties and Chicago Title Insurance Company:This is to certify that this map or plat and the survey on which it is based were made in accordance withthe 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly establishedand adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 6(b), 7(a)(b1)(c), 8, 9, 10, 11, 13, 14, 16,Date of Plat or Map: 02/22/2022 Mathew J. Welinski, PLSMinnesota License No. 53596matt.welinski@westwoodps.com LEGAL DESCRIPTION The South 662.45 feet of the Northwest Quarter of the Southwest Quarter of Section 24, Township 31, Range 22,The Northwest Quarter of the Southwest Quarter of Section 24, Township 31, Range 22, Anoka County,That part of the South Half of the North Half of the Southeast Quarter of Section 23, Township 31, Range 22,Torrens Property (Certificate of Title No. 94125)1. This survey was prepared using Chicago Title National Commercial Services Title Commitment Number7. Subject property contains 0 parking stalls. (Table A Item 9)10. Adjoining owners shown per Anoka County tax records. (Table A Item 13)11. Subject property lies in the NE quadrant of the intersection of County Rd. No. 54 and Fairview Street. (Table A12. As of the date the field work was completed for this survey, there was no observable evidence of current earth13. As of the date the field work was completed for this survey, there was no observable evidence of recent street14. Based on the information contained within title commitment listed above and a physical inspection of the15. Westwood Professional Services, Inc. has obtained a Professional Liability Insurance policy to be in effect16. Field data collection on which this map is based was performed while snow was covering all or part of the17. Bearings based on the Anoka County coordinate system, (NAD 83 - 1986 Adjustment).18. Benchmark: MnDot 0282 S. In Lino Lakes, at the junction of Interstate Highway 35E and County 14, atThe following notes correspond to the numbering system of Schedule B II of the above mentioned title12. Grant of Easement in favor of the City of Centerville, dated May 26, 1998, recorded July 6, 1998, as13. Easement in favor of the Metropolitan Council, dated August 26, 1999, recorded September 9, 1999, as14. Grant of Easement in favor of the City of Centerville, dated July 22, 1998, recorded November 10, 1999, as15. Grant of Easement in favor of the City of Centerville, dated March 21, 2007, recorded April 18, 2007, as16. Easement in favor of the Rice Creek Watershed District, dated August 11, 2016, recorded August 12, 2016, as17. Declaration for Maintenance of Waterbody/Channel Structure in favor of the Rice Creek Watershed District,18. Easement in favor of the Metropolitan Council, dated August 26, 1999, recorded September 9, 1999, as17, 18 and 19 of Table A thereof. The fieldwork was completed on February 9, 2022. SITE ALTA/NSPS (NOT TO SCALE) 00.03 00.03 Land Title Survey VICINITY MAP 5 5 .. 5 T 1 3 S 1 W " 5 W 4 ' E 7 I 3 ° 1354080.0 (ITEM NO. 12) V EASEMENT PER DOC. NO. UTILITY & DRANAGE1468569 (ITEM NO. 14)8 EASEMENT PER DOC. NO. 8 R S UTITLITY & DRAINAGE I A F SANITARY SEWER EASEMENT PERDOC. NOS. 1470492.0 (ITEM NO. 00.56 12) & 1455073.0 (ITEM NO. 13) ROADWAY, DRAINAGE &NO. 1992466.009 (ITEM NO. 15) 0UTILITY EASEMENT PER DOC. 00.06 0 LINE 310.00 FT. N. OF THE S.LINE OF THE NE 1/4 OF THE SE. 1/4 OF SEC. 23, TWP. 31, RGE. 22 0 4 FEMA BOUNDARY LINE SANITARY MANHOLESTORM MANHOLECATCH BASINFLARED END SECTIONCULVERTHYDRANTGATE VALVECABLE TV BOXTREE LINECABLE TELEVISION LINESANITARY SEWERSTORM SEWERCURB & GUTTER 1" = 60' 0 00 .00. NOT TO SCALE 03 0 .0 3 0 CAST IRON MONUMENTFOUND MONUMENT (SEE LABEL)SET MONUMENT 15.45 60120180 4 0 0 N89°23'31"W . 0 S 3 0 CTVSANSTO 0 EASEMENT DETAIL. 65.00 060.00 3 L 3= 12 08. 0 0.521 =R 81 LEGEND 06 80. = Fire Hydrant in the northeast corner of surveyed property°9 '45 54 " CO. RD. NO. 54 0 1 CENTERLINE OF POSSIBLE ENCROACHMENTSPOSSIBLE ENCROACHMENTS (ITEM NO. 18) 4 5 . EASEMENT PER O N . 50.17 SANITARY SEWER D DOC. NO. 341326 R Y T N U O 12701 Whitewater Drive, Suite #300 C N09°50'45"W (952) 937-5150(952) 937-5822Minnetonka, MN 55343(888) 937-5150 F O2F E 2 4O2 H .E / T2 E4 1 H. / G FTE PhoneFax 1 R WG O ,F S R W 1 R , EOS 3 E1 H.E R 3 N TP E H. R FTP N W O R TF O W C , T OT 4O E4 /A, C 2 4 N1 4 WN/ .E 2 A ES1 CDRAINAGE EASEMENT PERDOC. NO. 2145628.003 S(ITEM NO. 17) . W ERE=904.84IE 8" PVC=883.75 HE C S TNW E H NIAMECROF S TN (40 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) SANSANSANSANSANSANSANSAN O STO T S 40 21ST AVENUE S. WATWATWAT WATWATWAT WAT 40 WATWATWAT WAT WATWATWATWATWATWATWATWATWATWATWATWAT C SEKAL ONIL FO YTIC FO STIMIL YTI.3231 E"80'31°00S 77 SANSAN SANSANANSANSANSANSANSAN SANSANSSAN SANSANSANSAN 8" PVC SANSANSANSANSAN SANSAN 1/4 OF SEC. 24, TWP. 31, RGE. 22 0 0 . WATWAT 5 ELLIVRETNEC FO YTIC FO STIMIL YTIC2 E. LINE OF THE NW 1/4 OF THE SW STOSTOSTO STOSTO OSTOSTO STOSTOSTSTO O 0 0 . T 0 S 2 PK NAIL 1 ZONE AE RE=904.03 RE=904.58 RE=906.20 AE FLOODWAY IE 8" PVC=890.64 IE 8" PVC=888.86 . IE 8" PVC=883.79 0 5 R. 2 4 ZONE D 0 5. 2 4 (ITEM NO. 16) E NO. 2145628.001 JUDICIAL DITCH 3 C EASEMENT PER DOC.APPARENT EASEMENT FOR R STREET & UTILITY PURPOSES(NO DOCUMENT PROVIDED) ZONE X E Centerville, MN M M PROJECT BANJO O LS CAP NO. 15480 C 385.00 10" THICK=900.93 TOP OF 10 FT. RCP ZONE A ZONE X* OWNER: SHEEHY CONSTRUCTION CO 2 2 . E G R , 1 3 . P W T , OWNER: SUTTON PROPERTIES LLC 4 2 . 3 30 C30 . E OS TOP OF SLOPE NF O H. T T A C 5 ZONE X* F T W I 5 . 5 D 4 5 . TOP OF SLOPE L 2 1 A6 I 3 6 C .1 I S D E U J W H " T K 5 F E T 4 EO A ' R E W 7 C N 3 I RL° E. 8 T N 8 A S W R A E L C 2 T A 2 . W E G R ZONE AE , 1 3 FLOODWAY . P W T , 4 ) T 2T 5 A . N1 W C E. E O SMIE=901.02 3 E N F S 0 . OA M 4 E E 4 T /1 YI 1( T 3 I 9 L 1 I W 0 T S 0 . E U E 6 T " A H6 & T 4 4 W E2 5 F ' PARCEL 2 G9 O PARCEL 1 9 5 A 1 4 5 N . / I ° 1 AO 8 R N 8 W ZONE X D. , NC N Y EO A HD T TW R A FD E W A OP O E R N I L . N ) Y ZONE X* A T W A W F O T H OWNER: CITY OF CENTERVILLE G I R ZONE X* C Minneapolis, MN I L B U T P A W D E T A C I D E D E D RYAN COMPANIES US, INC. I T W A . W T F 0 3 ( 54.266 ZONE AE T A W 2 W2 S. E E G H R T T , N F1 A 3 E O S . 4P O / T E 1 PREPARED FOR: W S T T , A W R 4 W N 2 E. T C H E T S F S F ZONE X* O O E SAN 4 2N/ 2 I 2 1 2L . . . E ES ZONE X*T G G A R R W , , 1 1 3 3 . .W P P W W E T T NSTO , ,A I 4 S 3 2 2 . . V C C E E T S S A R F W F I O O 4 4 / / 1 1 A E W S STO F S E SAN E H TOP OF SLOPE03 H30 T T F F T O A O 4 W 4 / / 1 1 ZONE X* E W N N O E T N S EH A T H S T F F O O T R TOP OF SLOPE A E R E W N R N R O OC C E O T N N SEE S W A E IE=897.62 RIGHT OF WAY MONUMENT S N H ET DETAIL HLS CAP NO. 15480 T A W & T1/2" OPEN PIPE 1/4 OF SEC. 24, TWP. 31, RGE. 22 T A W EASEMENT W. LINE OF THE NW 1/4 OF THE SW LS CAP NO.ILLEGIBLE TOP OF SLOPE IE=900.27 TOP OFSLOPE N A S TOP OF SLOPE NSTO AS 73.566 W"03'90°00N OWNER: LAKE AREA UTILITIES INC1 HCN ARB ,74 . ON HCT T ID YTN N UOC AN NA AS SA W ZONE AE S NA S 0 NA S PARCEL 3 0 . N AS TOP OF SLOPE 0 AN NOS AS T 3 O S AN TNS 0 AS S N OAS 5 T N SA SN N00°04'00"E 296.00 AS =L 23 SAN N 8.1 AS 0 TNAS AAN WNAANSV SST NASC NA SAN=R SAN NS 681 O NAS.0 CTV REVISIONS: AS 80 T ANSANAN 15.45 SANSANSSTS SANSAN NASSAN CTV A TNASSAN 9= A 45° WNAS 4' "5 NA 50 TV SNCW NSA ASCTV IE=897.79 O SANCTVSANCTV IE=900.21IE=896.96 SANSANT SAN SAN NIAMECROF S TSAN A W O T STA W O AT W T STO N89°23'31"W S 0 ZONE X* LS CAPCENTERLINE OF CO. RD. NO. 54 T A W 6 TA W(VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) TOP OF SLOPE 50.17 AT W NO. 15480 WATWATWAT WATWATWATWATWATT AWWATWATWATWATT WATWA BJY 49.24 12" WATERMAIN MJW COUNTY RD. NO. 54 50 60 N09°50'45"W S89°27'20"E EGJ/CAH/JFW IE=900.54 IE=898.32 WAT STREET CENTER CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE:02/10/2022 © 2022 Westwood Professional Services, Inc. N:\\0034494.00\\OUTGOING VECTOR\\220222 0034494V-SURV-ISSUED.DWG ‚ ‚ ‚ ‚ ‚ ‚ ‚ ‚ ‚ ‚ ‚ p p p ‚ p p p ‚ ‚ ‚ ‚ ‚ 1 OF 1 DATE:03/02/2022 SHEET NUMBER: PROJECT NUMBER: 0034494 feet north of a witness post. Elevation=931.458. (NAVD 88) ZONING I1 - Industrial Park OWNER Rehbein's Black Dirt6921 21ST Ave. S.Centerville MNPhone: 651-426-0896Ryan Companies US, Inc.533 South Third Street, Suite 100Minneapolis, MN 55414Phone: 612-492-4000 SURVEYOR WESTWOOD PROFESSIONAL SERVICESMINNETONKA, MINNESOTA 55343Phone: 952-697-5764Benchmark: MnDot 0282 SIn Lino Lakes, at the junction of Interstate Highway 35E and County 14, at InterstateHighway 35E milepoint 123.40, 50.1 feet south of County Road 14 eastbound, 1.5 DEVELOPER/SUBDIVIDER 12701 WHITEWATER DRIVE, SUITE 300, Parcel 1:Anoka County, Minnesota, as measured at a right angle to the South line of said Northwest Quarter.Abstract PropertyParcel 2:Minnesota, which lies northerly of the South 662.45 feet of said Northwest Quarter as measured at a right angleto the South line of said Northwest Quarter.Abstract PropertyParcel 3:lying easterly of the centerline of County Road No. 54, Anoka County, Minnesota.AREA TABULATION PROPOSED LOT 1 = 1,653,545 Sq. Ft. / 37.960 Ac.PROPOSED LOT 1A = 22,178 Sq. Ft. / 0.509 Ac.PROPOSED 20TH AVE. R/W = 6,680 Sq. Ft. / 0.153 Ac.PROPOSED 21ST AVE. R/W = 52,955 Sq. Ft. / 1.216 Ac.PROPOSED FAIRVIEW ST. R/W = 38,501 Sq. Ft. / 0.884 Ac. The South 662.45 feet of the Northwest Quarter of the Southwest Quarter of Section 24, Township 31, Range 22,The Northwest Quarter of the Southwest Quarter of Section 24, Township 31, Range 22, Anoka County,That part of the South Half of the North Half of the Southeast Quarter of Section 23, Township 31, Range 22,Torrens Property (Certificate of Title No. 94125)TOTAL PROPERTY AREA = 1,773,859 Sq. Ft. / 40.722 Ac. LEGAL DESCRIPTION Per Title Commitment No.MN304245/214029-NCS SITE 1" = 60' (NOT TO SCALE) 00.03 00.03 CAST IRON MONUMENTFOUND MONUMENT (SEE LABEL)SET MONUMENT 60120180 VICINITY MAP 5 5 .. 5 T 1 3 FAIRVIEW ADDITION S 1 PRELIMINARY PLAT OF W " 5 W 0 4 ' E 7 I 3 ° 1354080.0 (ITEM NO. 12) V EASEMENT PER DOC. NO. UTILITY & DRANAGE1468569 (ITEM NO. 14)8 EASEMENT PER DOC. NO. 8 R S UTITLITY & DRAINAGE I A F SANITARY SEWER EASEMENT PERDOC. NOS. 1470492.0 (ITEM NO. 0.5612) & 1455073.0 (ITEM NO. 13) 0 ROADWAY, DRAINAGE &UTILITY EASEMENT PER DOC.NO. 1992466.009 (ITEM NO. 15) 0 00.06 0 LINE 310.00 FT. N. OF THE S.LINE OF THE NE 1/4 OF THE SE . 1/4 OF SEC. 23, TWP. 31, RGE. 22 SANITARY SEWERSTORM SEWERFEMA BOUNDARY LINECURB & GUTTER SANITARY MANHOLESTORM MANHOLECATCH BASINFLARED END SECTIONCULVERTHYDRANTGATE VALVECABLE TV BOXTREE LINECABLE TELEVISION LINE 0 4 0 0 0 .00.0 NOT TO SCALE 3 0 0 . 3 0 15.45 4 0 S 0 N89°23'31"W . CTVSTO SAN 0 3 0 0 EASEMENT DETAIL. 00 .56 000.06 3 L 3= 12 8. LEGEND 0 125.00 R 1= 68 0.0 8 = °9 45 54' " CO. RD. NO. 54 CENTERLINE OF (ITEM NO. 18) EASEMENT PER 4 5 50.17 . O N SANITARY SEWER .DOC. NO. 341326 D R Y T N U O C 12701 Whitewater Drive, Suite #300 N09°50'45"W (952) 937-5150(952) 937-5822Minnetonka, MN 55343(888) 937-5150 F OF 2 E 2 H4 O2 . /E 2 T E4 1H. / GE FT PhoneFax 1 WR G O ,F S R W 1 R O, ES 3 E 1 . HRE 3 N TPE . H R FNTP W O R OTF C W , O T OT 4 4 ESEKAL ONIL FO /A C, 2 4 14 N WN / .E YTIC FO STIMIL YTIC A 2 1 ES C S DRAINAGE EASEMENT PERDOC. NO. 2145628.003 . W E HE C NSW T60 E H NS T (40 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) SANSANSANSANSANSANSANSAN O TSTO S 40 WATWATWATWAT WATWAT ATWATWAT 40 WATW WATWATWAT WATWATWATWATWATWATWATWATWATWATWAT 80'31°00S 77.3231 E" SANSANSANSAN SANSANSANSANSANSAN SANSANSANSAN SANSANSANSAN SANSANSANSANSANSAN 1/4 OF SEC. 24, TWP. 31, RGE. 22 397.74 21ST AVENUE S. WAT WAT 399.38E. LINE OF THE NW 1/4 OF THE SW 0 STOSTOSTOSTO 0 STO OSTOSTOSTO 0 .STOSTSTO 0 O 40004 0. 5 T 0. 2 S 0 42 79.3921 E"80'31°00S 10 10 0 ZONE AE 10 7 . ELLIVRETNEC FO 6 3 IL YTIC YTIC FO STIM1 AE W FLOODWAY " 2 3 ' 9 43.78 1 ° 04 5 .ZONE 6 2 4 N 10 N66°13'52"W 01 0 5. 2 4 L B S P NO. 2145628.001 JUDICIAL DITCH 3 EASEMENT PER DOC. L B ZONE X S L B Centerville, MN B S DRAINAGE & UTILITY EASEMENT P PROJECT BANJO DRAINAGE & UTILITY EASEMENT L 385.00 B ZONE A S 03 B L B S P L ZONE X* B S LB B S P OWNER: SHEEHY CONSTRUCTION CO L B S LB B TT S P EE EE RR 9 0 TT 0 . L SS 6 B 6 Y 4 T S I 2 3 B L L OWNER: SUTTON PROPERTIES LLC 9 I .B 9 T S WW 1 OU 1 . P N EE 5 . &O II 5 EN TOP OF SLOPEH 7 . VV APPROXIMATE 100' BUILDING CG 2 C T 1A I 5 RR T O SETBACK FROM ORDINARY HWL N D II A 5 I ZONE X*.D L W W A L" 5 B AA R R 5 A E I S 1 FF 4D ' P TOP OF SLOPE C LB 3, I7 YT B 3 1 D ° A S N U 8 E J P 2W 8 M 2S W D KE . " A ES E E 5 OA G R 4 RE R ' C T , A 7 1 L R W 3 3 B E .° T S P 8 A B L W 8 B W T S S R, A P 4 E2 L 228. C C E S 2 T F A 2 L O . W B. E T S G F LB R ZONE AE 5 , B 4 1 . S 32 FLOODWAY P .6 P6 . W S T E , 4H T 2T L A . F B W C SETBACK FROM ORDINARY HWL E APPROXIMATE 50' LANDSCAPING S O S LB E 3 F B N 0 I . O S L 4 . 4 P /1 N 1 3 1 W S E E T "L A H T 4 B W 5 S F ' LB O PARCEL 1 5 B 4) 5 T ZONE X /S ° 1 P D 8 ) N E 8 W )S E N R N L I D E L H E U M T T L A A R F B E Q IT W O S E S B U L G E R PARCEL 2 B N I) Q S A G L Y 0 P E . A N N 9 N I R W 620 2 G F (G A. 7 O ZONE X* AE N7C S T I T L TT M 5 L H I A N B F( D SI W G L S I S S L R LB R S I A 2S G B R C L E I T U7 S U L LE OWNER: CITY OF CENTERVILLE 0S P T B B P A U +S 6 P A GT ZONE X* E D3 Minneapolis, MN ,SI N D S E N E L 1 I T W N S2 LW A L 4G K T A 2 A C B A O1 I O M RN W S P0 T D PI ± LB E AH2 R S K D B M O S, P S E R R4 P O O G D S E I A P2 T C T TN W P I . S Y A T N K IN F R RYAN COMPANIES US, INC. NE R 0 CA L T 3 A A ( B A AY M O S VU W E PR B S L R B 1V S 9Y B S 0 A2O P B E 6 5 ZONE AE RF 7( D 54.266 P 9 E N 2 M D IO L I T B A V S T D W 2 LB W2 E E O S. B S E E S R E G P H P R O R T , T P N F1 A N 3 O S S . O 4 P A O / R T L 1 PREPARED FOR: L W S T P T B P , A W S W 4 W N LB 2 E E. B I C H S E T P V S F F R ZONE X* O I O E T SAN 4 2 A N/ 2 R I 2 21 L . N F . L E. E E S B E ZONE X*T G G T A S R R B W ,L , A 1 1 B M 33 S ..E P P P W W G W T N T STO ,A ,M A 4 S 3 2 2 R . . L N C C B E E T O S S A S A F LB F T W O B O SM S 4 4 .03 ACRE /NO P ARKNIG /P WETLAND 1 1 E DELINEATED W S STO S E SAN T E H TOP OF SLOPE R H T L T N F B E F T S O E A O T B L 4 W 4/ B / A 1 1 S M 10 E P E WN N O W P N O E A R T G K N H10 S E NI G A G T H NI M S K A R T A F P L O ZONE X*30 N 03 R FO B N O R S T TOP OF SLOPE O E A R LB A EN W B T DRAINAGE & R N S RO S M P UTILITY EASEMENT C O C E O DRAINAGE& UTILITYEASEMENT T N N S W A E SEE N89°23'31"W S N10.41 H 21.51 N09°50'45"W ET L POND H STORM B T DETAIL A W & T S EXISTING AT B W L B EASEMENT S 1/4 OF SEC. 24, TWP. 31, RGE. 22PER DOC. NO. 1354080.0 TOP OFSLOPEUTITLITY & DRAINAGE EASEMENT N P A TOP OFSLOPE S TOP OF SLOPE DRAINAGE& UTILITYEASEMENT W. LINE OF THE NW 1/4 OF THE SW 10 10 10 9= N 45°STO AS N00°09'30"W 665.37"54' 1 H OWNER: LAKE AREA UTILITIES INCCNARB ,74 .ON HCTID T YTNUO N C R 81=AN NA 40.05 A S 8 SA 20 W ZONE AE .S 0=L 0231 970. NA S N 0 AS. 3 10.00 0 N PARCEL 3 AS 3 AN NOS AS 1010 T O TOP OF SLOPE NS N00°04'00"E 295.92 SA TN 0 AS S N OAS 5 T AN S SN AS =L N 23 SA N 8.1 AS 0 TNAS N00°04'00"E 296.00 AAN WNASANSV ST NASC NA SAN=R SAN NS 681 O NAS.0 CTV REVISIONS: AS 80 T ANSANAN 15.45 SANSANSSTS SANSAN NASSAN CTV NAA TSSAN 9= A 45° WNAS 4' "5 NAS 50 TV NCW NSA ASVCTVO SANCTVSANCT SANSANT SAN SANS TSAN A W O T STA W OT A W T STO N89°23'31"W S 0 ZONE X* (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY)CENTERLINE OF CO. RD. NO. 54 T A W 6 T A TOP OF SLOPE W 50.17 AT W WATWATWAT WATWATTAWWATWATT AWWATWATWATWATT WATWA BJY 49.24 MJW 50 60 N09°50'45"W S89°27'20"E EGJ/CAH/JFW WAT STREET CENTER CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE:02/10/2022 © 2022 Westwood Professional Services, Inc. N:\\0034494.00\\DWG\\SURVEY\\0034494V-PPLT.DWG Sheet 1 of 3 sheets day of . ANOKA COUNTY, MN. CITY OF CENTERVILLE, SEC. 23 & 24, T. 31, R. 22 day of, 20 .. meeting thereof held this d this nsed Land Surveyor in the State of Minnesota; that this plat; that all monuments depicted on this plat Section 505.01, Subd. 3, as of the date of this lic record on this lic record on this . , 20 by Mathew J. Welinski. , 20 day of on the land hereinbefore described have been paid. Also, pursuant to Minnesota . , 20 day of , Deputy, Deputy, Deputy .M. and was duly recorded Document Number .M. and was duly recorded Document Number o'clock o'clock County, Minnesota . at . at , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. , 20 (Signature)(Name Printed) day of , 20 , 20 MayorClerkDavid M. Zieglmeier, Anoka County SurveyorProperty Tax Administrator day of day of County Recorder/Registrar of TitlesCounty Recorder/Registrar of Titles have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, STATE OF MINNESOTAThis instrument was acknowledged before me this Notary Public, My Commission Expires This plat of FAIRVIEW ADDITION was approved and accepted by the City Council of the City of Centerville, Minnesota at a regular I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approve Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20Statutes, Section 272.12, there are no delinquent taxes and transfer entered this I, Mathew J. Welinski do hereby certify that this plat was prepared by me or under my direct supervision; that i am a duly Licethis plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated oncertificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this Mathew J. Welinski, Licensed Land SurveyorMinnesota License No. 53596COUNTY OF CITY COUNCIL, CITY OF CENTERVILLE, MINNESOTACITY COUNCIL, CITY OF CENTERVILLE, MINNESOTACOUNTY SURVEYORCOUNTY AUDITOR/TREASURERByCOUNTY RECORDER/REGISTRAR OF TITLESCounty of Anoka, State of MinnesotaI hereby certify that this plat of FAIRVIEW ADDITION was filed in the office of the County Recorder/Registrar of Titles for pubByCOUNTY RECORDER/REGISTRAR OF TITLESCounty of Anoka, State of MinnesotaI hereby certify that this plat of FAIRVIEW ADDITION was filed in the office of the County Recorder/Registrar of titles for pubBy of . , 20 , : blic ways and the drainage and utility rly of the South 662.45 feet of said Northwest nesota, as measured at a right angle to the the centerline of County Road No. 54, Anoka County, day of by , 20 day of , has caused these presents to be signed by its proper officer this County, Minnesota (Signature)(Name Printed) KNOW ALL PERSONS BY THESE PRESENTS: That Rehbein Properties, a Minnesota partnership, owner of the following described propertyParcel 1:South line of said Northwest Quarter.Abstract PropertyParcel 2:Abstract PropertyParcel 3:Minnesota.Have caused the same to be surveyed and platted as FAIRVIEW ADDITION and do hereby dedicate to the public for public use the pueasements as created by this plat and also dedicate to Anoka County the right of access as shown on this plat.In witness whereof said REHBEIN PROPERTIESBy Name, TitleSTATE OF MINNESOTAThis instrument was acknowledged before me this Rehbein Properties, a Minnesota partnership, on behalf of the partnership. Notary Public, My Commission Expires The South 662.45 feet of the Northwest Quarter of the Southwest Quarter of Section 24, Township 31, Range 22, Anoka County, MinThe Northwest Quarter of the Southwest Quarter of Section 24, Township 31, Range 22, Anoka County, Minnesota, which lies northeQuarter as measured at a right angle to the South line of said Northwest Quarter.That part of the South Half of the North Half of the Southeast Quarter of Section 23, Township 31, Range 22, lying easterly of Torrens Property (Certificate of Title No. 94125)COUNTY OF Sheet 2 of 3 sheets ANOKA COUNTY, MN. CITY OF CENTERVILLE, SEC. 23 & 24, T. 31, R. 22 ONIL FO SEKAL YTIC YTIC FO STIMIL 60 0 4 PK NAIL 77.3231 E"80'31 00S 397.74 83.993 0 0 21ST AVENUE S. . 0 40 00 0. 0 F25. E 20 4 2 2 HO . T E 4 / 31°00S G79.3921 E"80' F 1 R O10 0 , 10 7 W 1. R OF CENTERVILLE S 36 E .3 E NIL YTIC YTIC FO STIM P1 RH T W O TW F C " , O2 E4 3 2' 4 N .9 / 43.78 E1 1 C ° E H 04 5 S. TW6 2 4 NN 01 N66°13'52"W 0 5 . 2 4 DOC. NO. 2145628.003 DRAINAGE EASEMENT PER DRAINAGE & UTILITY EASEMENT NO. 2145628.001 JUDICIAL DITCH 3 LS CAP NO. 15480EASEMENT PER DOC. 2 2 . E G R , 1 3 . P W T , 4 2 . 3 C . E OS N F O H. T C T MATCHLINE F I 5 D SEE SHEET 3 OF 3 SHEETS 4 . L 2 A6 I 6 C . I S D E U J H T K F E E O R E C N I R L E. T N A W R A E 2 The west line of the NW 1/4 of the SW 1/4 of Sec. 24, Twp. 31, Rge. 22is assumed to bear N 00°09'30" w. Denotes found Anoka County Cast Iron Monument.L Denotes set 1/2 inch x 14 inch iron rebar marked with plastic capinscribed LS 53596, which has been set or will be set in accordanceFOUND MONUMENT (SEE LABEL) with MS 505.021, Subd. 10. unless otherwise noted on survey.2 C . E G R , 1 3 . P W T , 4 2 . C E S F O 3 0 4 . / 1 4 1 W 3 S 1 E H E T " F 4 O 5 3 ' 4 0 / . 5 1 4 5 7   W2 8 1 N 8 E N 2 H T L F E O C E R SCALE IN FEET 1 INCH = 60 FEET N A 60120180 I L P . N LOT 1 BLOCK 1 0 2 2 2 2 . . E E G G R R , , 1 1 3 3 . . P P W W T T , , 4 3 2 2 . . C C E E S S F F O O 4 4 / / 1 1 E W S S E E H H T T F F O O 4 4 / / 1 1 E W N NE 10 EH T H T T NE 1/4SE 1/4 N F E F O M O R U E R N EN OR N 24 RO M C O DRAINAGE & UTILITY EASEMENT NRIGHT OF WAYMONUMENT C E O N RW I E N T 21ST AVE. S.H E SE T C A RH . E & CT T M . S MR OD CW E LS CAP NO. 15480 I SW 1/4 NW 1/4 DRAINAGE & UTILITY EASEMENT V 1/2" OPEN PIPE R I SITE N00 09'30"W 665.37 A F 10 10 CO. RD. NO. 54 10 NOT TO SCALE 1 HCNAR B 39.24 10 10.00 0 5 SEC. 23 & 24, TWP. 31, RGE. 22 NE 1/4SE 1/4 50 4 5 . ON10.00 .D R . OC F O E NIL RE TN EC 23 LS CAP 0 NO. 15480 6 49.24 50 60 SW 1/4 NW 1/4 S89 27'20"E N. LINE OF THE S 1/2 OF THE N 1/2 OFTHE SE 1/4 OF SEC. 23, TWP. 31, RGE. 22 Sheet 3 of 3 sheets 40 E"80'31°00S 77.3231 21ST AVENUE S. 1/4 OF SEC. 24, TWP. 31, RGE. 22 E. LINE OF THE NW 1/4 OF THE SW 40 EF2 2 HO . T 4E ANOKA COUNTY, MN. CITY OF CENTERVILLE, 79.3921 E"80'31°00S / G F 10 1 10 R O SEC. 23 & 24, T. 31, R. 22, W 1 R S 3 E . E N P H R T W O T F C , O 4 E S2 4 /. E 1 C H E T S W N 1 0 is assumed to bear N 00°09'30" w. The west line of the NW 1/4 of the SW 1/4 of Sec. 24, Twp. 31, Rge. 22 Denotes found Anoka County Cast Iron Monument. FOUND MONUMENT (SEE LABEL) Denotes set 1/2 inch x 14 inch iron rebar marked with plastic capinscribed LS 53596, which has been set or will be set in accordancewith MS 505.021, Subd. 10. unless otherwise noted on survey. DRAINAGE & UTILITY EASEMENT 385.00 SCALE IN FEET 1 INCH = 60 FEET 60120180 2 2 T . E E G E R , R 1 0 3 T . P S W T , 4 2 W . C E E I S F V O 5 .R I T 5 . F A 5 5 4 1 .F 3 2 6 1 6 . S W E " H 5 T 4 F ' O 7 E 3 ° N I 8 L .8 N S 1 L E C R A P 1 5 . 5 7 2033 0 1 9 Y MATCHLINE 0 T W I 0" . SEE SHEET 2 OF 3 SHEETSL I5 6 T4 NE 1/4SE 1/4 6' U 47 23 &° 9 8 9 E 8 1 G S . A O 24 N IN . A RC DO , D Y 21ST AVE. S. R EA E C R WP . E T D MT . S RA M N D O OE W C R EM I SW 1/4 NW 1/4 E V S R A I SITE E A F CO. RD. NO. 54 NOT TO SCALE LOT 1 BLOCK 1 SEC. 23 & 24, TWP. 31, RGE. 22 NE 1/4SE 1/4 W S 2 E 2 . H E T G F R 23 O, 1 4 3 / . 1 P W W T N , E 4 H 2 T. C F E O S SW 1/4 NW 1/4 E F N O I L 4 . / S 1 54.266 T E E R T S W E I V R I A F 1 0 3 300 DRAINAGE & SEE DETAIL A UTILITY EASEMENT N09°50'45"WN09°50'45"W21.5121.51 N89°23'31"WN89°23'31"W 10.4110.41 1/4 OF SEC. 24, TWP. 31, RGE. 22 0.03 30 00.0 W. LINE OF THE NW 1/4 OF THE SW 1 0 LS CAP NO.ILLEGIBLE PER DOC. NO. 1354080.0 LS CAP NO. 15480UTITLITY & DRAINAGE EASEMENT DRAINAGE & UTILITY EASEMENT 5 1/2" OPEN PIPE 5 .LINE 310.00 FT. N. OF THE S.LINE OF THE NE 1/4 OF THE SE 1/4 OF SEC. 23, TWP. 31, RGE. 22 5 10 1 63.536 E"03'90°00S 01 3 = 5°9 4'4 "5 1 HCNA RB ,7 1 4 .ON HCTI .D YT NUOC R LOT 1A 1= 058 PARCEL 3 80. NOT TO SCALE DETAIL A 0 T L 03=1 .02 70 0 W. 39.24 S N00°04'00"E 295.92 0 " 3 0 10 10 5 0 10.00 . 0 4 0 L = '3 12 1 . 08 0 . W 7 0 R = N00°04'00"E 296.001 8 0615.45 LOT 1.1 80 E ACCESS 3 0 I° = NO. 1354080.0 9 0 5° LIMITED 4 .4' 5 " PER DOC. NO. 1468569 UTILITY & DRANAGE EASEMENT 8 0 DRAINAGE & UTILITY EASEMENT V 20TH AVENUE S. EASEMENT PER DOC.501 8 LIMITEDACCESS 10.00 S R UTITLITY & DRAINAGE I N89°23'31"W LS CAP A S. LINE OF THE NE 1/423, TWP. 31, RGE. 22 OF THE SE 1/4 OF SEC. F NO. 15480 CENTERLINE OF CO. RD. NO. 54 50.17 SANITARY SEWER EASEMENT PERDOC. NOS. 1470492.0 & 1455073.0 00.56 0 49.24 0 5 06 00. 0 . 60 0 N09°50'45"W DRAINAGE& UTILITYEASEMENT 4 0 S89°27'20"E 0 .00.03 0 0 0 . 3 LOT 1A 0 15.45 0 060 .4 0 N. LINE OF THE S 1/2 OF THE N 1/2 OF N89°23'31"W THE SE 1/4 OF SEC. 23, TWP. 31, RGE. 22 0 3 1 0 1 0 0.56 60.00 L = 3 2 1 8. 0 R = 1 00.521 8 6 0 0. 8 0 = 9 5° 4 '5 54 " 50.17 0 5 . S E U N E V A H T 0 2 EASEMENT PER N09°50'45"W SANITARY SEWER DOC. NO. 341326 23, TWP. 31, RGE. 22 S. LINE OF THE NE 1/4 OF THE SE 1/4 OF SEC. DSDS DSDS L L L CBH!SFUVSOCBH!SFUVSOCBH!SFUVSOCBH!SFUVSOCBH!SFUVSOCBH!SFUVSO BEKBDFOU!UP!SNF!DBHF/!TIBSF!GFODF!XBMMBEKBDFOU!UP!SNF!DBHF/!TIBSF!GFODF!XBMM KBN QPMF KBNQPMF 6T!UBQF IFBU!TUSFTT FYDFTT!TJHOBHF TUPSBHF!DBCJOFU KBN QPMF KBNQPMF KDSGGGGGGGGGGGGGG BJ KBN QPMF KBN QPMF 6T!UBQF IFBU!TUSFTT FYDFTT!TJHOBHF TUPSBHF!DBCJOFU KBN QPMF KBN QPMF DS BJ BEKBDFOU!UP!SNF!DBHF/!TIBSF!GFODF!XBMMBEKBDFOU!UP!SNF!DBHF/!TIBSF!GFODF!XBMM DSDS DSDS L L L CBH!SFUVSOCBH!SFUVSOCBH!SFUVSOCBH!SFUVSOCBH!SFUVSOCBH!SFUVSO BEKBDFOU!UP!SNF!DBHF/!TIBSF!GFODF!XBMMBEKBDFOU!UP!SNF!DBHF/!TIBSF!GFODF!XBMM KBN QPMF KBN -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV COVER SHEET RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT C001 GPS IBWF EXISTING CONDITIONS & REMOVALS PLANEXISTING CONDITIONS & REMOVALS PLANUTILITY PLANUTILITY PLANUTILITY PLANUTILITY PLANUTILITY PLANLANDSCAPE SITE PLANLANDSCAPE SITE PLANLANDSCAPE SITE PLANLANDSCAPE SITE PLANLANDSCAPE SITE PLANLANDSCAPE LAYOUT PLANLANDSCAPE LAYOUT PLANLANDSCAPE LAYOUT PLANLANDSCAPE LAYOUT PLANLANDSCAPE LAYOUT PLANLANDSCAPE PLANTING PLANLANDSCAPE PLANTING PLAN - TREESLANDSCAPE PLANTING PLAN - TREESLANDSCAPE PLANTING PLAN - TREESLANDSCAPE PLANTING PLAN - TREESLANDSCAPE PLANTING PLAN - SHRUBSLANDSCAPE PLANTING PLAN - SHRUBSLANDSCAPE PLANTING PLAN - SHRUBSLANDSCAPE DETAILS QBHFT CXSHEET TITLE L101L201L401 C001COVER SHEETC101EXISTING CONDITIONS & REMOVALS PLANC201EROSION CONTROL PLANC301SITE PLANC401GRADING PLANC501C601DETAILSL100L102L103L104L200L202L203L204L400L402L403L404L405L406L407L500 C102EXISTING CONDITIONS & REMOVALS PLANC103EXISTING CONDITIONS & REMOVALS PLANC104C105C200EROSION CONTROL PLANC202EROSION CONTROL PLANC203EROSION CONTROL PLANC204EROSION CONTROL PLANC300SITE PLANC302SITE PLANC303SITE PLANC304SITE PLANC400GRADING PLANC402GRADING PLANC403GRADING PLANC404GRADING PLANC500C502C503C504C600DETAILSC602DETAILSC603DETAILS SFNPWFE FILLED CIRCLE INDICATES DRAWING INCLUDED WITHIN THIS ISSUEMOST RECENT REVISION NUMBERMOST RECENT ISSUE OR REVISION DATE 03/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202 203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/20 2203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/202203/04/2022X/XX/20XX - DRAWING INDEX LEGEND SHEET INDEX TFMFDUCFFOCSFWJUZ © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom PROJECT LOCATION NOT TO SCALE VICINITY MAP CENTERVILLE, MN DESIGN DEVELOPMENT PROJECT BANJO -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV CONDITIONS & RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT EXISTINGREMOVALSPLAN C101 CURBCONCRETECHAIN LINK FENCESAWCUTSOIL BORING / TEST PIT BITUMINOUSGRAVELBUILDING 80160 N REMOVAL SCALEINFEET 0 LEGEND: AND STOCKPILE ON-SITE. REFER TO EROSION CONTROL PLAN, GRADING PLAN AND STORMWATER POLLUTION PREVENTION PLANTHE START OF CONSTRUCTION AND SHALL BE MAINTAINED THROUGHOUT THE PROJECT. TITLE SURVEY, DATED 12/23/2021 AND WESTWOOD ALTA/NSPS LAND TITLE SURVEY, DATED 02/22/2022. AND SUPPLEMENTALINFORMATION TAKEN FROM ADDITIONAL SOURCES/ASSUMPTIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGCONDITIONS AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS.COMMENCEMENT OF REMOVALS AND SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIESOR VARIATIONS FROM THE PLANS.811) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.UTILITY COMPANIES.OF THE CONTRACTOR.ITEMS. SERVICE MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARY OR PERMANENT RELOCATION OF ABOVE ITEMS MAYBE NECESSARY AND SHALL BE COORDINATED WITH THE APPROPRIATE PARTY. ALL WORK REQUIRED TO COMPLETE THE ABOVE SHALL BECONSIDERED INCIDENTAL TO THE PROJECT.(SWPPP) FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. EXISTING CONDITIONS NOTESREMOVAL NOTES 2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 1-800-252-1166 OR3.ALL EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO REMOVALS.4.CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH5.CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NOTED ON PLANS. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY6.CONTRACTOR IS RESPONSIBLE FOR PROTECTING, OR REMOVING AND REINSTALLING ALL FENCES, SIGNS, AND OTHER MISCELLANEOUS7.CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS AND/OR PROPERTY IRONS.8.EXISTING PAVEMENT WITHIN RIGHT-OF-WAY SHALL BE SAWCUT IN ACCORDANCE WITH CITY REQUIREMENTS.9.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 1.INFORMATION ON THE EXISTING CONDITIONS PLAN COMBINES THE SURVEYED INFORMATION PER EG RUD & SONS ALTA/NSPS LAND1.CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE10.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED. STRIP TOPSOIL,11.TREE PROTECTION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF TREES TO REMAIN WITHIN THE LIMITS OF DISTURBANCE PRIOR TO E DETAIL SEE EASEM 001TPGAMDNF 906.34 W " 82 5 7 .' 33 41 ° 6 6 N 6 . 2 S 0N 9 A R W T " 2 .7 3 9V 30 8N 'I 7 9. 16 °3 4 1 6 N ST-116 ST-118 ST-126 ST-117 ST-115 ST-122 TOP OF SLOPE ST-4 ST-8 SEE SHEET 103SEE SHEET 105 TOP OF SLOPE ST-125 CPT-2 ST-103 CPT-5 ST-108 ST-106 ST-113 ST-121 ST-7 ST-3 ST-124 ST-107 ST-102 ST-1O CPT-3 ST-105 ST-112 DELINEATED WETLAND (0.03 ACRE) ST-110 ST-6 ST-2 ST-120 CPT-1 CPT-4 ST-101 ST-104 ST-9 TOP OF SLOPE ST-114 ST-111 ST-123 TOP OF SLOPE ST-5 ST-1 SEE SHEET 102 ST-119 SEE SHEET 104 ST-109 EXISTING STORM POND 7 2T PN OM WR DN F 44.TOP OF SLOPE 20 9 TOP OFSLOPE TOP OF SLOPE SNART 9.309 33TP084 51PIDNF 897.07FNDIP.5PT26 3TPMICDNF24.1 09 31.009 TOP OF SLOPE TOPCMP 52TP08451PIDNF 895.6 43.998 ? E R E H O T P M .1-C 1F 0B 9 C TOP OF SLOPE -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV CONTROL PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT EROSION C200 TWO-POINT PERCENT GRADE MAJOR CONTOURMINOR CONTOURHIGH WATER LEVELSTORM SEWER PIPESOLID DRAINTILEPERFORATED DRAINTILESTORM INLETSTORM MANHOLEFLARED END SECTIONSTORM CLEANOUTSTORM FITTINGSONE-POINT PERCENT GRADESLOPE RATIOCONSTRUCTION LIMITSSILT FENCEROCK CONSTRUCTION ENTRANCEINLET PROTECTIONEROSION CONTROL BLANKET DAYS OF SITE GRADING OR INACTIVITY, ALL DISTURBED AREAS SHALL BE STABILIZED 7 EXISTINGPROPOSED WITH SEED, SOD, EROSION CONTROL BLANKET OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS.AS NEEDED.WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED AND MAINTAINED. SWEEP ADJACENT STREETS INACCORDANCE WITH CITY REQUIREMENTS.WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDSARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. CONSTRUCTION SEQUENCING.STATE PERMITS AS REQUIRED.FRONT OF SILT FENCES DURING THE DURATION OF CONSTRUCTION.FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENTPAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BEREMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY.BMPS. CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS.REMOVE SEDIMENT UPON COMPLETION OF CONSTRUCTION. 2.THE GRADING CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.4.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, WATERSHED, COUNTY AND LEGEND: 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. SEE3.INITIATED IMMEDIATELY AND COMPLETED WITHIN 5.THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN6.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE GRADING CONTRACTOR.7.REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.8.THE GRADING CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS.9.DUST MUST BE ADEQUATELY CONTROLLED. IF BLOWING DUST BECOMES A NUISANCE, THE GRADING CONTRACTOR SHALL APPLY WATER10.CONTRACTOR TO CLEAN OUT INFILTRATION BASINS, PONDS, CATCH BASINS, AND STORMSEWER SYSTEM AT THE END OF THE PROJECT.11.ESTIMATED QUANTITIES REFER TO INITIAL INSTALLED QUANTITIES. CONTRACTOR IS RESPONSIBLE TO MAINTAIN AND/OR REPLACE BMPS12.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR13.ON SLOPES 3:1 OR GREATER, MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES.14.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED.15.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM16.FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE17.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE18.STORMWATER PONDS TO BE USED AS TEMPORARY SEDIMENTARY BASINS DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO19.REFER TO SWPPP FOR ADDITIONAL EROSION CONTROL REQUIREMENTS. EROSION CONTROL NOTES 80160 N SCALEINFEET 0 NAV NAV TOP OF SLOPE SEE SHEET 202SEE SHEET 204 TOP OF SLOPE FFE=911.5 DOCK=907.5 141,360± GSF PROPOSED BUILDING P ARKIN NOG TOP OF SLOPE N O P A R K NI G G N I K R A P O N TOP OF SLOPE SEE SHEET 201 SEE SHEET 203 TOP OF SLOPE TOP OFSLOPE TOP OF SLOPE SNART 9.309 TOP OF SLOPE TOP OF SLOPE -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT C300 PROPERTY BOUNDARYLOT/TRACT LINECURBEASEMENTSTANDARD DUTY BITUMINOUSHEAVY DUTY BITUMINOUSCONCRETE SIDEWALKHEAVY DUTY CONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERBLOCK RETAINING WALLTREE LINESTREET LIGHTPOWER POLESIGNBOLLARDPROPERTY CORNERWELLBUILDING SETBACK LINEPARKING SETBACK LINEFLAG POLETRUNCATED DOMECURB STOPBENCHMARK ADA SIGN W/BOLLARDR7-8m, R7-8bP STOP SIGNR1-1, 30" x 30" EXISTINGPROPOSED VARIATIONS FROM THE PLANS. UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORNOTED.PER THE CIVIL DETAILS AND STATE/LOCAL JURISDICTION REQUIREMENTS.BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).MARKING PAINT, 4" IN WIDTH.FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.AB SIGN LEGEND 2.CONTRACTOR SHALL PAINT ALL STALLS, ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT.4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED.5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SITE NOTES 2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, FACE OF BUILDING, EDGE OF PAVEMENT, OR TO PROPERTY LINE, UNLESS OTHERWISE3.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN4.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS.5.TYPICAL FULL SIZED PARKING STALL IS 9.0' X 18.0' UNLESS OTHERWISE NOTED.6.ALL RADII ARE TO GUTTER LINE OR PAVEMENT EDGE UNLESS OTHERWISE NOTED.7.ALL CONCRETE CURB AND GUTTER RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.8.ALL CURB TERMINI TO HAVE A 3.0' TAPER UNLESS OTHERWISE NOTED.9.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND SIGNAGE AND STRIPING NOTES 1.ALL TEMPORARY AND PERMANENT SITE SIGNAGE, STRIPING, AND TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THE 1.CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS WOULD INCLUDE ALL EXISTING10.SEE ELECTRICAL PLANS FOR SITE LIGHTING DESIGN LEGEND: E DETAIL SEE EASEM 001TPGAMDNF 906.34 W " 82 5 7 .' 33 41 ° 6 6 N 80160 N W " 2 30 ' 7 9. 16 °3 4 1 6 N SCALEINFEET 0 380' NAV NAV TOP OF SLOPE SEE SHEET 302SEE SHEET 304 APPROXIMATE 100' BUILDING SETBACK FROM ORDINARY HWL TOP OF SLOPE 228' 486' APPROXIMATE 50' FROM ORDINARY HWL LANDSCAPING SETBACK 620' 141,360 GSF PROPOSED BUILDING STORMWATER MANAGEMENT 581' P ARKIN NOG TOP OF SLOPE N O P A R K NI G G N I K R A P O N 308' TOP OF SLOPE 263' SEE SHEET 301 SEE SHEET 303 STORMWATER MANAGEMENT MANAGEMENT STORMWATER 7 2T PN OM WR DN F 44.TOP OF SLOPE 20 9 TOP OFSLOPE TOP OF SLOPE 33TP084 51PIDNF 897.07FNDIP.5PT26 3TPMICDNF24.1 09 31.009 TOP OF SLOPE 52TP08451PIDNF 43.998 TOP OF SLOPE -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT C301 PROPERTY BOUNDARYLOT/TRACT LINECURBEASEMENTSTANDARD DUTY BITUMINOUSHEAVY DUTY BITUMINOUSCONCRETE SIDEWALKHEAVY DUTY CONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERBLOCK RETAINING WALLTREE LINESTREET LIGHTPOWER POLESIGNBOLLARDPROPERTY CORNERWELLBUILDING SETBACK LINEPARKING SETBACK LINEFLAG POLETRUNCATED DOMECURB STOPBENCHMARK ADA SIGN W/BOLLARDR7-8m, R7-8bP STOP SIGNR1-1, 30" x 30" EXISTINGPROPOSED AB SIGN LEGEND SITE NOTES 1.SEE C300 FOR SITE NOTES LEGEND: 4080 N SCALEINFEET 0 30' STORMWATER MANAGEMENT 4' RECESSED DOCK 8' CONCRETE SIDEWALK RAMPANGLED RETAINING WALL 60' 14' R60' TOP OF SLOPE 80' R90' 11' CONCRETEINSPECTION WALKWAY 12' STORMWATER MANAGEMENT TOP OF SLOPE 55' LOCKING HARDWARE 7 2T P N O M W R D NF TRASH ENCLOSURE PERARCHITECTURAL PLANS 4 4. 2 0 CONCRETE PAD 9 8' PEDESTRIAN WALKWAY SLOPE TOP OF TOP OF SLOPE MANUAL 8' SWIGN GATES WITH 12" CURB 8' SECURITY FENCE 897.07FNDIP5PT26 3TPMICDNF YARD SPILL KIT SHED ON 009 31. -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT C302 PROPERTY BOUNDARYLOT/TRACT LINECURBEASEMENTSTANDARD DUTY BITUMINOUSHEAVY DUTY BITUMINOUSCONCRETE SIDEWALKHEAVY DUTY CONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERBLOCK RETAINING WALLTREE LINESTREET LIGHTPOWER POLESIGNBOLLARDPROPERTY CORNERWELLBUILDING SETBACK LINEPARKING SETBACK LINEFLAG POLETRUNCATED DOMECURB STOPBENCHMARK EXISTINGPROPOSED SITE NOTES 1.SEE C300 FOR SITE NOTES LEGEND: E A DET SEE EAS MATCH EXISTINGPAVEMENT SECTION STORMWATERDRAINAGE DITCH MONUMENT SIGNCURB BREAK WITHRIPRAP CHANNEL (TYP)B612 CURB (TYP) W " 2 8 5 7 ' . 3 3 1 4 ° 6 6 R40' R40' N W " 2 30 ' 7 9 . 1 6 ° 3 4 1 6 N R270' R6' (TYP) R300' 6.66' R3' (TYP) CONCRETE SIDEWALK (TYP) 9' 18' 24' BENCH ASSOCIATE OUTDOOR AREATRASH CAN PAD (TYP) NAV NAV TOP OF SLOPE APPROXIMATE 100' BUILDING SETBACKFROM ORDINARY HWL TOP OF SLOPE BENCH BIKE RACKS R380' R350' 8' APPROXIMATE 50' FROM ORDINARY HWL LANDSCAPING SETBACK 4080 N SCALEINFEET 0 -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT C303 PROPERTY BOUNDARYLOT/TRACT LINECURBEASEMENTSTANDARD DUTY BITUMINOUSHEAVY DUTY BITUMINOUSCONCRETE SIDEWALKHEAVY DUTY CONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERBLOCK RETAINING WALLTREE LINESTREET LIGHTPOWER POLESIGNBOLLARDPROPERTY CORNERWELLBUILDING SETBACK LINEPARKING SETBACK LINEFLAG POLETRUNCATED DOMECURB STOPBENCHMARK EXISTINGPROPOSED SITE NOTES 1.SEE C300 FOR SITE NOTES LEGEND: 4080 N 6' OPAQUE FENCE 618' SCALEINFEET 0 VAN LOADING AREA (TYP) 12.33' R9' (TYP) 30.0' (TYP) 38.83' 8' PEDESTRIAN WALKWAY (TYP) ANGLED RETAINING WALL TRASH/RECYCLING DOOR JERSEY BARRIER (TYP) VAN STAGING AREA (TYP) R30' R30' 11.0' (TYP) R20' P ARKIN NOG R50' 6' OPAQUE FENCE 9' 27.0' (TYP) N O P A R K NI 30.0' (TYP) G R30' G N I K R A P O N STORMWATERMANAGEMENT R55' TOP OF SLOPE 33TP 08451PIDNF 897.07FNDIP.5PT26 24 .109 TOP OF SLOPE 5 2TP08451PIDNF 43.998 TOP OF SLOPE -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT C304 PROPERTY BOUNDARYLOT/TRACT LINECURBEASEMENTSTANDARD DUTY BITUMINOUSHEAVY DUTY BITUMINOUSCONCRETE SIDEWALKHEAVY DUTY CONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERBLOCK RETAINING WALLTREE LINESTREET LIGHTPOWER POLESIGNBOLLARDPROPERTY CORNERWELLBUILDING SETBACK LINEPARKING SETBACK LINEFLAG POLETRUNCATED DOMECURB STOPBENCHMARK EXISTINGPROPOSED SITE NOTES 1.SEE C300 FOR SITE NOTES LEGEND: STORMWATERDRAINAGE DITCH 6' OPAQUE FENCE MONUMENT SIGN 4080 N 001TPGAMDNF 43.609 R20' R20' SCALEINFEET 0 15' 24' 13.5' 9.0' (TYP) R8' 13.5' R4' R8' 24' R10' CONCRETE PAD FLUSH WITH ADJACENT ASPHALT 6' 6' OPAQUE FENCE 9' 18' 11.0' (TYP) PEDESTRIAN BARRIER FENCE RIDE-SHARE DROP-OFFBOLLARD (TYP) RIDE-SHARE SHELTER RESCUE VEHCILE AREA 4.0' (TYP) 100' 12' 8' 5.84' 27.0' (TYP) 30.0' (TYP) R30'37' R6' R4' (TYP) R33' 12' SMOKING SHELTER R20' R9' R8' (TYP) R25' (TYP) EMERGENCY 30.0' (TYP) R10' (TYP) R25' GENERATOR PAD 19' 22' 18' 92.33' 102' 8' PEDESTRIAN WALKWAY (TYP) PER ELECTRICAL PLANS ELECTRICAL EQUIPMENT WITH BOLLARD PROTECTION 6' OPAQUE FENCE 9.0' (TYP) -------------------- 03/04/2022 03/04/2022 CHL DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT GRADING PLAN C400 80160 N SCALEINFEET 0 VARIATIONS FROM THE PLANS.AT LOCATIONS DIRECTED BY GENERAL CONTRACTOR.WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATIONANY DERIVATION FROM PLANS SHALL BE APPROVED BY THE PROJECT ENGINEER.WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. SEE LANDSCAPE PLAN FOR DETAILS.WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS AREWALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). OR 811) FOR UTILITY LOCATIONS 48 HOURS PRIOR TO EXCAVATION. HE/SHE SHALL REPAIR OR REPLACE DAMAGED UTILITIES DURINGCONSTRUCTION AT NO COST TO OWNER OR GENERAL CONTRACTOR.SURVEY, DATED 02/22/2022 .SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORMATERIAL AND OTHER UNSTABLE MATERIAL AS DIRECTED BY THE GEOTECHNICAL ENGINEER. STOCKPILE TOPSOIL AND GRANULAR FILLSHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT.SHALL BECOME THE PROPERTY OF THE SUBCONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE.SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING AND PREVENT PONDING IN LOWER AREAS.REVISIONS.OWNER APPROVES MODULAR BLOCK CONSTRUCTION, WALL SHALL BE DESIGNED BY A LICENSED DESIGNER AND APPROVED BYGEOTECHNICAL ENGINEER.OTHERWISE NOTED.FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED.EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES.STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENTPAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BEREMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY.EXCAVATIONS MAY BE NEEDED. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.OWNER APPROVES MODULAR BLOCK CONSTRUCTION, WALL SHALL BE DESIGNED BY A LICENSED DESIGNER AND APPROVED BYGEOTECHNICAL ENGINEER. GRADING NOTES 2.EXISTING TOPOGRAPHY PER EG RUD & SONS ALTA/NSPS LAND TITLE SURVEY, DATED 12/23/2021 AND WESTWOOD ALTA/NSPS LAND TITLE4.CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS WOULD INCLUDE ALL EXISTING20.GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT21.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES (COMPACTED) OF TOP SOIL AND SEED/MULCH OR SOD. THESE22.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR23.DUST MUST BE ADEQUATELY CONTROLLED.24.ON SLOPES 4:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES.25.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED.26.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM27.FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE28.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE BMPS.29.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 1.SUBCONTRACTORS WHOSE WORK REQUIRES EXCAVATION SHALL CONTACT "GOPHER STATE ONE-CALL" (651-454-0002 OR 1-800-252-11663.REFER TO GEOTECHNICAL EVALUATION REPORT, DATED 02/21/2022 AS PREPARED BY BRAUN INTERTEC CORPORATION FOR AN EXISTING5.SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO7.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.8.PROPOSED GRADES SHOWN ARE FINISHED GRADES.9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS10.THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 2 PERCENT UNLESS OTHERWISE NOTED.11.FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION UNLESS OTHERWISE NOTED.12.EARTHWORK & PAVING CONTRACTORS ARE RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO PROVIDE13.GRADING BEHIND CURBS SHALL START AT THE TOP OF CURB.14.CONTRACTOR SHALL VERIFY THAT EXISTING UTILITIES HAVE ADEQUATE COVER TO MEET PROVIDER REQUIREMENTS IN AREAS OF GRADE15.RETURN ALL TEMPORARY DIVERSIONS TO EXISTING GRADE UPON FINAL STABILIZATION.14.CONTRACTORS TO FOLLOW XCEL ENERGY SAFETY GUIDELINES INSIDE EASEMENT AREAS15.ALL RETAINING WALLS GREATER THAN FOUR FEET TO BE DESIGNED BY A STRUCTURAL ENGINEER. WALLS TO MATCH EXISTING. IF16.FOR SITE RETAINING WALLS "TW EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW EQUALS SURFACE GRADE AT17.REMOVE SEDIMENT FROM EXISTING STORM SEWER IF PRESENT.18.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS19.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.1630.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION.31.SEE PAVING PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.32.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS.33.BASED ON GROUNDWATER ELEVATIONS ENCOUNTERED DURING GEOTECHNICAL EXPLORATION TEMPORARY DEWATERING OF16.ALL RETAINING WALLS GREATER THAN FOUR FEET TO BE DESIGNED BY A STRUCTURAL ENGINEER. WALLS TO MATCH EXISTING. IF17.FOR SITE RETAINING WALLS "TW EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW EQUALS SURFACE GRADE AT18.INSTALL DRAINTILE AT INLETS (FINGER DRAINS), ALONG BACK OF CURB, AND AROUND TH4E BUILDING E DETAIL SEE EASEM 001TPGAMDNF 906.34 W " 82 5 7 .' 33 41 ° 6 6 N W " 2 .7 3 9V 30 8N 'I 7 9. 16 °3 4 1 6 N ST-116 ST-118 ST-126 ST-117 ST-115 ST-122 NAV NAV TOP OF SLOPE ST-4 ST-8 SEE SHEET 402SEE SHEET 404 TOP OF SLOPE ST-125 CPT-2 ST-103 CPT-5 ST-108 ST-106 ST-113 ST-121 ST-7 ST-3 FFE=911.5 DOCK=907.5 141,360± GSF ST-124 ST-107 ST-102 PROPOSED BUILDING ST-1O CPT-3 ST-105 ST-112 ST-110 ST-6 ST-2 ST-120 CPT-1 CPT-4 ST-101 ST-104 ST-9 P ARKIN NOG TOP OF SLOPE ST-114 ST-111 N O P A R K ST-123 NI G G N I K R A P O N TOP OF SLOPE ST-5 ST-1 SEE SHEET 401 ST-119 SEE SHEET 403 ST-109 7 2T PN OM WR DN F 44.TOP OF SLOPE 20 9 TOP OFSLOPE TOP OF SLOPE SNART 9.309 33TP084 51PIDNF 897.07FNDIP.5PT26 3TPMICDNF24.1 09 31.009 TOP OF SLOPE TOPCMP 52TP08451PIDNF 895.6 43.998 ? E R E H O T P M .1-C 1F 0B 9 C TOP OF SLOPE -------------------- 03/04/2022 CHL03/04/2022 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionand that I am a duly Licensed Professional EngineerCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 533 South Third Street, Suite 100612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV RYAN A+E, INC.Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT UTILITY PLAN C500 STORM SEWER PIPESOLID DRAINTILESTORM INLETSTORM MANHOLESTORM CLEANOUTSANITARY SEWER PIPESANITARY SEWER FORCE MAINSANITARY SEWER MANHOLESANITARY SEWER CLEANOUTWATER MAINTELEPHONE OVERHEADTELEPHONE UNDERGROUNDTRANSFORMERTELEPHONE MANHOLETELEPHONE BOX PERFORATED DRAINTILEFLARED END SECTIONHYDRANTGATE VALVEFIRE DEPARTMENT CONNECTIONFIRE SPRINKLERNATURAL GASELECTRIC OVERHEADELECTRIC UNDERGROUNDFIBER OPTIC OVERHEADFIBER OPTIC UNDERGROUNDCABLE OVERHEADCABLE UNDERGROUNDELECTRIC HANDHOLEELECTRIC MANHOLEELECTRIC METERGENERATORLIGHT POLESPOWER POLEGAS VALVEGAS METERFIBER OPTIC MANHOLECABLE MANHOLECABLE BOX EXISTINGPROPOSED WATERMAIN C900 PVCSANITARY SEWER SDR 35 PVC FOR SITE, SCH 40 PVC FOR BUILDING SERVICESSTORM SEWER DUAL WALL HDPE FOR SITE DRAINAGE, RCP FOR POND OUTLETS, SCH 40 PVC FOR BUILDING SERVICESa)PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.c)ALL FITTINGS MUST COMPLY WITH ASTM D3212.d)WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. b)PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. THE OWNER IMMEDIATELY.ACCORDANCE WITH GUIDELINES PROVIDED BY THE GEOTECHNICAL ENGINEER.THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TOANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES.4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS,AND OTHER STRUCTURES. LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TOSERVICE CONNECTIONS.SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THESPECIFICATIONS, THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THECITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION.NOTED.CITY'S BUILDING DEPARTMENT.(SANITARY/STORM) AND WATERMAIN TO BE 10' MINIMUM.18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOIDCONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINESSHALL BE PROVIDED WHERE 8.0' MINIMUM DEPTH CAN NOT BE ATTAINED.COMPLETION OF WORK.SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820. LEGEND: UTILITY NOTES 2.THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING3.ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. ALL4.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. UTILITY TRENCHES SHALL BE COMPACTED IN5.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS.6.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE7.CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY.8.FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.9.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE 1.PRIOR TO CONSTRUCTION, SUBCONTRACTORS WHOSE WORK REQUIRES EXCAVATION SHALL FIELD VERIFY ALL EXISTING UTILITY10.GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES.11.VERTICAL CLEARANCE BETWEEN SANITARY, STORM AND WATERMAIN TO BE 18" MINIMUM. HORIZONTAL CLEARANCE BETWEEN SEWER12.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0' OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM13.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.14.PROPOSED PIPE MATERIALS: 15.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON16.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER17.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART18.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: E DETAIL SEE EASEM 001TPGAMDNF 906.34 W " 82 5 7 .' 3 3 41 ° 6 6 N 80160 N W " 2 7 . 3 30 9V 8N 'I 7 9. 16 °3 4 1 6 N SCALEINFEET 0 NAV NAV TOP OF SLOPE SEE SHEET 502SEE SHEET 504 TOP OF SLOPE FFE=911.5 DOCK=907.5 141,360± GSF PROPOSED BUILDING OP ARKING N TOP OF SLOPE N O P A R K NI G G N I K R A P O N TOP OF SLOPE SEE SHEET 501 SEE SHEET 503 7 2TP NO M WR DN F 4 4.TOP OF SLOPE 209 TOP OFSLOPE TOP OF SLOPE SNART 9.309 33TP08451PIDNF 897.07FNDIP.5PT26 3TPMICDNF24.109 31.009 TOP OF SLOPE TOPCMP52TP 08451PIDNF 895.6 43.998 ? E R E H O T P M 1C .- 1F 0B 9C TOP OF SLOPE -------------------- DWP03/04/22 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD RYAN A+E, INC. 01 -------------------- 2022 ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM 4145803/04/2022© JOB NO.DATE CONSULTANTS CONSTRUCTION CENTERVILLE, MN I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedLANDSCAPE ARCHITECT under the laws of thestate of Minnesota.DAVID W. PATTEN REGISTRATION NO.DATE 701235 SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 fax PRELIMINARYNOT FOR PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DDQ DESIGNDEVELOPMENT LANDSCAPE L100 PROPERTY BOUNDARYCURBEASEMENTBITUMINOUSCONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERSIGN TIP OUT EXISTINGPROPOSED LANDSCAPE SITE PLAN NOTES 2.REFER TO L-400 FOR PLANTING PLAN4.REFER TO CIVIL PLANS FOR GRADING, DRAINAGE & UTILITY INFORMATION 1.REFER TO L-200 FOR SITE LAYOUT PLAN3.REFER TO L-500 FOR PLANTING DETAILS & NOTES LEGEND: 160 #####80 N SCALEINFEET 0 VAN NAV TOP OF SLOPE SEE SHEET 102SEE SHEET 104 TOP OF SLOPE 141,360 GSF 141,360± GSF PROPOSED BUILDING PROPOSED BUILDING XXX XXX XXX PARKI NONG TOP OF SLOPE N O XXXP A XXX R K I N G G N I K R A P O N TOP OF SLOPE SEE SHEET 101 SEE SHEET 103 TOP OF SLOPE SLOPE TOP OF TOP OF SLOPE SNART 9.309 TOP OF SLOPE TOP OF SLOPE R:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwgR:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwg -------------------- DWP03/04/22 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD RYAN A+E, INC. 01 -------------------- 2022 ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM 4145803/04/2022© JOB NO.DATE CONSULTANTS CONSTRUCTION CENTERVILLE, MN I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedLANDSCAPE ARCHITECT under the laws of thestate of Minnesota.DAVID W. PATTEN REGISTRATION NO.DATE 701235 SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 fax PRELIMINARYNOT FOR PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DDQ DESIGNDEVELOPMENT LANDSCAPE L101 PROPERTY BOUNDARYCURBEASEMENTBITUMINOUSCONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERSIGN TIP OUT EXISTINGPROPOSED LANDSCAPE SITE PLAN NOTES 2.REFER TO L-400 FOR PLANTING PLAN4.REFER TO CIVIL PLANS FOR GRADING, DRAINAGE & UTILITY INFORMATION 1.REFER TO L-200 FOR SITE LAYOUT PLAN3.REFER TO L-500 FOR PLANTING DETAILS & NOTES LEGEND: 80 #####40 N SCALEINFEET 0 TOP OF SLOPE TOP OF SLOPE SLOPE TOP OF TOP OF SLOPE R:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwgR:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwg -------------------- DWP03/04/22 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD RYAN A+E, INC. 01 -------------------- 2022 ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM 4145803/04/2022© JOB NO.DATE CONSULTANTS CONSTRUCTION CENTERVILLE, MN I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedLANDSCAPE ARCHITECT under the laws of thestate of Minnesota.DAVID W. PATTEN REGISTRATION NO.DATE 701235 SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 fax PRELIMINARYNOT FOR PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DDQ DESIGNDEVELOPMENT LANDSCAPE L102 PROPERTY BOUNDARYCURBEASEMENTBITUMINOUSCONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERSIGN TIP OUT EXISTINGPROPOSED LANDSCAPE SITE PLAN NOTES 2.REFER TO L-400 FOR PLANTING PLAN4.REFER TO CIVIL PLANS FOR GRADING, DRAINAGE & UTILITY INFORMATION 1.REFER TO L-200 FOR SITE LAYOUT PLAN3.REFER TO L-500 FOR PLANTING DETAILS & NOTES LEGEND: 80 #####40 N SCALEINFEET 0 NAV AV N TOP OF SLOPE TOP OF SLOPE R:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwgR:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwg -------------------- DWP03/04/22 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD RYAN A+E, INC. 01 -------------------- 2022 ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM 4145803/04/2022© JOB NO.DATE CONSULTANTS CONSTRUCTION CENTERVILLE, MN I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedLANDSCAPE ARCHITECT under the laws of thestate of Minnesota.DAVID W. PATTEN REGISTRATION NO.DATE 701235 SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 fax PRELIMINARYNOT FOR PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DDQ DESIGNDEVELOPMENT LANDSCAPE L103 PROPERTY BOUNDARYCURBEASEMENTBITUMINOUSCONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERSIGN TIP OUT EXISTINGPROPOSED LANDSCAPE SITE PLAN NOTES 2.REFER TO L-400 FOR PLANTING PLAN4.REFER TO CIVIL PLANS FOR GRADING, DRAINAGE & UTILITY INFORMATION 1.REFER TO L-200 FOR SITE LAYOUT PLAN3.REFER TO L-500 FOR PLANTING DETAILS & NOTES LEGEND: 80 #####40 N SCALEINFEET 0 P ARKNI NOG N O P A R K I N G G N I K R A P O N TOP OF SLOPE SNART 9.309 TOP OF SLOPE TOP OF SLOPE R:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwgR:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwg -------------------- DWP03/04/22 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD RYAN A+E, INC. 01 -------------------- 2022 ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM 4145803/04/2022© JOB NO.DATE CONSULTANTS CONSTRUCTION CENTERVILLE, MN I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedLANDSCAPE ARCHITECT under the laws of thestate of Minnesota.DAVID W. PATTEN REGISTRATION NO.DATE 701235 SITE PLAN RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 fax PRELIMINARYNOT FOR PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DDQ DESIGNDEVELOPMENT LANDSCAPE L104 PROPERTY BOUNDARYCURBEASEMENTBITUMINOUSCONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERSIGN TIP OUT EXISTINGPROPOSED LANDSCAPE SITE PLAN NOTES 2.REFER TO L-400 FOR PLANTING PLAN4.REFER TO CIVIL PLANS FOR GRADING, DRAINAGE & UTILITY INFORMATION 1.REFER TO L-200 FOR SITE LAYOUT PLAN3.REFER TO L-500 FOR PLANTING DETAILS & NOTES LEGEND: 80 #####40 N SCALEINFEET 0 R:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwgR:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L100 LANDSCAPE SITE PLAN.dwg -------------------- DWP03/04/22 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD RYAN A+E, INC. 01 -------------------- 2022 ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM 4145803/04/2022© JOB NO.DATE CONSULTANTS CONSTRUCTION CENTERVILLE, MN I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedLANDSCAPE ARCHITECT under the laws of thestate of Minnesota.DAVID W. PATTEN REGISTRATION NO.DATE 701235 RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 fax PRELIMINARYNOT FOR PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DDQ DESIGNDEVELOPMENT LANDSCAPELAYOUT PLAN L200 REMARKS QTY22,691 sf68,345 sf35,624 sf45,528 sf 12,027 sf105,314 sf138,293 sf 4" Depth SFSFSFSFSFSF PROPERTY BOUNDARYCURBEASEMENTBITUMINOUSCONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER LEVELWETLAND / BUFFERSIGN TIP OUT Turf HydroseedTurf Sod BluegrassKentucky Bluegrass MULCH MulchDouble shredded hardwoodNative Seed Mix - MesicMNDOTNative Seed Mix - Storm Basin BottomMNDOTNative Seed Mix - Storm Basin RimMNDOTNative Seed Mix - Upland seed mixMN Native MixesDrought Tolerant Fescue Blend TUR HYDTUR BLU MLCNAT MESBTTMRIMUP EXISTINGPROPOSED PARKING LOT ISLANDS SHALL RECEIVE ROCK MULCH PER SPECIFICATIONS. GROUND COVERSCODEBOTANICAL / COMMON NAMESIZECONTAINER LANDSCAPE LAYOUT PLAN NOTES 2.REFER TO L-500 FOR LANDSCAPE NOTES & DETAILS.4.ALL TREES AND SHRUBS SHALL RECEIVE 3" OF SHREDDED HARDWOOD MULCH IN AREAS OUTSIDE OF THE PARKING LOT ISLANDS,GROUND COVERS SCHEDULE 1.REFER TO GRADING PLAN FOR GRADING AND EROSION CONTROL INFORMATION.3.LANDSCAPE SUBCONTRACTOR IS RESPONSIBLE FOR WATERING PLANT MATERIAL DURING THE WARRANTY PERIOD.LEGEND: 160 #####80 N SCALEINFEET 0 VAN NAV TOP OF SLOPE SEE SHEET 202SEE SHEET 204 TOP OF SLOPE 141,360 GSF 141,360± GSF PROPOSED BUILDING PROPOSED BUILDING XXX XXX XXX PARKI NONG TOP OF SLOPE N O XXXP A XXX R K I N G G N I K R A P O N TOP OF SLOPE SEE SHEET 201 SEE SHEET 203 TOP OF SLOPE SLOPE TOP OF TOP OF SLOPE SNART 9.309 TOP OF SLOPE TOP OF SLOPE R:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L200 LANDSCAPE LAYOUT PLAN.dwgR:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L200 LANDSCAPE LAYOUT PLAN.dwg -------------------- DWP03/04/22 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD RYAN A+E, INC. 01 -------------------- 2022 ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM 4145803/04/2022© JOB NO.DATE CONSULTANTS CONSTRUCTION CENTERVILLE, MN I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedLANDSCAPE ARCHITECT under the laws of thestate of Minnesota.DAVID W. PATTEN REGISTRATION NO.DATE 701235 RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 fax PRELIMINARYNOT FOR PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DDQ DESIGNDEVELOPMENT LANDSCAPEPLANTING PLAN L400 REMARKSREMARKSREMARKSREMARKS THE PARKING LOT THAT IS 272722QTY4124QTYQTY36207128QTY53535454 B&B34B&B16B&B29B&B37B&B33B&BB&BB&B26B&B29B&B9B&B19B&BB&B16 2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.2.5" Cal.6` Ht.B&B6` Ht.B&B306` Ht.B&B76` Ht.B&B6` Ht.B&B6#5Cont.13#3Cont.108#3Cont.115#3Co nt.126#3Cont.90#5Cont.61#7, Cont.#7, Cont.#7, Cont.#7, Cont.#1, Cont.#1, Cont.#1, Cont.#1, Cont. Acer platanoides `Crimson Sentry`Crimson Sentry MapleAcer saccharum `Fall Fiesta`Sugar MapleAcer x freemanii `Autumn Blaze`Autumn BlazeAcer x freemanii `Sienna`Sienna Glen MapleCeltis occidentalisCommon HackberryThornless Common HoneylocustSyringa reticulataJapanese Tree LilacTilia cordataAccolade ElmAbies balsameaWhite SpruceWhite PineCornus alba `Prairie Fire`Juniperus chinensis `Sea Green`Sea Green JuniperSpiraea x bumalda `Anthony Waterer`Anthony Waterer SpiraeaSpiraea x bumalda `Neon Flash`Viburnum lantana `Mohican`Juniperus scopulorum 'Medora'Juniperus scopulorum 'Wichita Blue'Wichita Blue JuniperThuja occidentalis 'Holmstrup'Thuja occidentalis 'Techny'Techny ArborvitaeAndropogon gerardii 'Red October'Calamagrostis x acutiflora 'Stricta' Betula nigra `Heritage`Heritage River BirchGleditsia triacanthos inermisMalus x `Pink Spires`Pink Spires Crab ApplePrunus sargentii `JFS-KW58` TMPink Flair Sargent CherryLittleleaf LindenUlmus americana 'Princeton'Princeton American ElmUlmus x `Accolade`Balsam FirPicea abiesNorway SprucePicea glaucaPicea glauca densataBlack Hills SprucePinus albaPrairie Fire DogwoodFothergilla major `Blue Shadow`Mountain WitchalderNeon Flash SpireaMohican ViburnumMedora JuniperHolmstrup ArborvitaeRed October Big BluestemKarl Foerster Feather Reed GrassMiscanthus sinensis 'Purpurescens'Flame GrassPanicum virgatum 'Northwind'Northwind Switch Grass ACASFARAFTCABJCSVLMJSMJSWTHOTOTARO BNCOGTMPPSSRUAPUAPAPWHPGPWCAPFMBSBASBNCSMSPPN TREES REQUIRED IS 433 TREES. SHRUBS REQUIRED IS 668. THE TOTAL QUANTITY OF THE TOTAL QUANTITY OF FOR VERIFYING THE PLANT COUNTS ON PLANISLANDS SHALL RECEIVE ROCK MULCH PER SPECIFICATIONS PLANT SCHEDULE SHRUBSCODEBOTANICAL / COMMON NAMESIZECONTAINERGRASSESCODEBOTANICAL / COMMON NAMESIZECONTAINER DECIDUOUS TREESCODEBOTANICAL / COMMON NAMESIZECONTAINERQTYREMARKSEVERGREEN TREESCODEBOTANICAL / COMMON NAMESIZECONTAINEREVERGREEN SHRUBSCODEBOTANICAL / COMMON NAMESIZECONTAINER LANDSCAPE PLANTING PLAN NOTES 2.REFER TO L-500 FOR LANDSCAPE NOTES & DETAILS4.ALL TREES AND SHRUBS SHALL RECEIVE 3" OF SHREDDED HARDWOOD MULCH IN AREAS OUTSIDE OF THE PARKING LOT ISLANDS, PARKING LOT6.REFER TO SHEETS L-401, L402, L-403 & L-404 FOR TREE LABELING TREE CANOPY AREA CALCULATIONSTREE & SHRUB CALCULATIONS THE QUANTITY OF PROPOSED TREES AND SHRUBS HAS BEEN DETERMINED BY THE LANDSCAPE STANDARDS IN THE CITY CODE.TREE CALCULATIONS ARE BASED ON 1 TREE / 3000 SF OF THE DISTURBED SITE AREA (29.79 AC/1,297,774 SF).THE TOTAL QUANTITY OF SHRUBS REQUIRED IS BASED ON 1 SHRUB / 10 LF OF THE BUILDING PERIMETER OF 1,702.83 LF AND THE PERIMETER OF4,979 LF.PLANTING SCHEDULE 1.REFER TO GRADING PLAN FOR GRADING AND EROSION CONTROL INFORMATION3.THE LANDSCAPE PLANT LIST IS FOR THE CONVENIENCE TO THE LANDSCAPE SUBCONTRACTOR. THE LANDSCAPE SUBCONTRACTOR IS RESPONSIBLE5.THE TOTALS IN THE PLANT SCHEDULE ARE FOR THE ENTIRE SITE7.REFER TO SHEETS L-405 L-406 & L-407 FOR SHRUB LABELING 22384233423232336713342 TCAFACARSRGTSRAFACARTCGTPSPSGTTCAF MPMPMP UAPUAPUAP 160 #####80 N 1 AF 5 AR 4242 4242 SCALEINFEET JCSFMBSBASBN JCS FMBSBASBN 0 6 GT 12212 222 12 122SBASBNJCSFMB 222JCSVLMSBAFMB 12JCS 2122SBASBNFMB 22JCSVLMSBAFMB JCS JCSVLMFMBSBASBNFMB SBA 2 2GT 5 4 COUAP ASF 4 4 11MP 3AF 11SR GTMPPS 4 6 AF 2 AC12 ASF PS 1221 21 1JCS 1122JCSSBN 2SBAFMBFMB 21SBNJCS 2112JCSSBAFMBFMB SBNJCS JCSSBAFMBFMB 3 TC VAN NAV 6 FENCE - 6FT TALL OPAQUE ARO TOP OF SLOPE 1 PG 6 PN 11 228422464876 JCSJCSVLMJCSVLM SBAFMBVLMFMBSBACAPSBNFMBSBA TOP OF SLOPE 21 AB PG 1 6 4 CS PWH UAP 6 MSP SEE SHEET 402 & 405SEE SHEET 404 & 407 18 TOT 14 JSW 2 PWH 21112344384683 SBAJCSFMBVLMSBNFMBSBAJCSVLMJCSCAPSBNSBAVLM 24 JSM 5 PA 26 THO 3 9UAP GT 25 ARO 5 AB 6 AR 25 PN 3 PG 17 CO4 AF 24 CS 43 THO 26 14MSP UA 141,360 GSF 9 TOT 211144324242 141,360± GSF JCSJCSJCS SBAFMBVLMSBASBNFMBFMBSBASBN 3 TC PROPOSED BUILDING 3 PW PROPOSED BUILDING 44324242 SBASBNJCSJCSSBASBN FMBFMB 9 JSM 2111 4 SBAJCSFMBVLM JSW 3 PG 5 AB FENCE - 6FT TALL OPAQUE 33 PSAC 6 PA 4 TC 3 3 3SR AF GT 22 ARO 3 UAP XXX XXX XXX 11 PA 23 PN PARKI NONG 4 AF TOP OF SLOPE 4244344324242 CAPJCSSBASBNSBASBNJCSJCSSBASBN FMBFMBFMB 22 MSP AB13 4 AF N O XXXP A XXX R K CS23 I N G G N I K R A P O N TOP OF SLOPE SEE SHEET 401 25 BN 1 ASF SEE SHEET 403 & 405 2 MP TOP OF SLOPE SLOPE TOP OF TOP OF SLOPE SNART 9.309 TOP OF SLOPE 632143236195112259521 161010 PGARABCOPABNPSBNARACPAPGAFABPAACCOUAGT PW UAP PWHPWHPWH TOP OF SLOPE R:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L400 LANDSCAPE PLANTING PLAN.dwgR:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L400 LANDSCAPE PLANTING PLAN.dwg -------------------- DWP03/04/22 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD RYAN A+E, INC. 01 -------------------- 2022 ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM 4145803/04/2022© JOB NO.DATE CONSULTANTS CONSTRUCTION CENTERVILLE, MN I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedLANDSCAPE ARCHITECT under the laws of thestate of Minnesota.DAVID W. PATTEN REGISTRATION NO.DATE 701235 RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 fax PRELIMINARYNOT FOR PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DDQ DESIGNDEVELOPMENT LANDSCAPEDETAILS L500 NTSNTS DIGGING.OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE,THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE.OF TRAIL, SLAB, CURB, ETC.DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. PLANTING NOTES 2.ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL3.IF THE LANDSCAPE SUBCONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY4.ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE5.ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS.6.ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN7.WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION8.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN9.SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. 1.NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.10.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. DOUBLE STRAND 14 GA. WIRE,3' @ 120° INTERVALS (TYP.)TOPSOIL NEVER CUT MAIN LEADER, IF MAIN LEADERIS DAMAGED, TRAINING ANCILLARY BRANCHING AS MAIN LEADER IS UNACCEPTABLE.16" POLYPROPYLENE ORPOLYETHYLENE (40 MIL,1-1/2" WIDE STRAP TYP.)8'-0" STEEL STAKEFLAGGING - ONE PER WIREROOTBALL TO SIT ON SUBGRADEMULCH - 4" DEEPSHREDDED HARDWOOD (UNLESS NOTED OTHERWISE)PLANTING SOIL - SEE SPEC.SUBGRADE2" X 2" X 24" WOOD STAKESET AT ANGLESOD CONIFER TO HAVE SHREDDED HARDWOOD MULCHSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TOTWO ALTERNATE METHODS OF TREE STAKING ARETREES, HOWEVER, THE SUBCONTRACTOR IS NOTES:UNLESS NOTED OTHERWISE.NO MULCH TO BE IN CONTACT WITH TRUNK.PLANTING.ILLUSTRATED.IT IS THE SUBCONTRACTOR'S OPTION TO STAKERESPONSIBLE FOR MAINTAINING TREES IN A PLUMBPOSITION THROUGHOUT THE GUARANTEE PERIOD PLANTING SOIL - SEE SPECSUBGRADE SHRUBS TO SIT ON SUBGRADEMULCH - 4" DEEP SHREDDED HARDWOOD(UNLESS NOTED OTHERWISE)CENTERING OF SHRUB IN BED TO TAKEPRECEDENCE OVER DIMENSION FROM EDGE NOTE:HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) ANDSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SPACE PLANTS ACCORDING TO PLANS 18" MIN. CONIFEROUS TREE PLANTING DETAILSHRUB PLANTING DETAIL VARIES24" MIN. 24 SHALL BE APPLIED AFTER CULTIVATION.SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS UNLESS NOTEDTHE DETAILS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREESAND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIODALL MASS PLANTING BEDS SHALL HAVE EDGING PLACED BETWEEN MULCH AREA AND ANY ADJACENT TURF AREA. ROCKS LARGER THAN 3" DIAMETER.OTHERWISE.MAT WEED BARRIER. ALL PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBERMAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 6" DEEP SHREDDED HARDWOOD MULCH WITH NOMULCH IN DIRECT CONTACT WITH TREE TRUNK.ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM.PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1.PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVERNOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS.FINAL OWNER AND CITY ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED.THE TIME OF OWNER ACCEPTANCE. ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCESHALL BE THE RESPONSIBILITY OF THE LANDSCAPE SUBCONTRACTOR.OF THE LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST.UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. ACCEPTANCE & WARRANTY NOTES 2.LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY PLANTED MATERIALS UNTIL3.LANDSCAPE SUBCONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION4.LANDSCAPE SUBCONTRACTOR SHALL PREPARE AN AS BUILT DRAWING(S) OF LANDSCAPE INSTALLATION SITE IMPROVEMENTS 1.LANDSCAPE SUBCONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM THE TIME OF PLANTING SPECIFICATIONS 4.MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PLANTING BEDS TO 3" DEPTH OVER FIBER 1.PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10". AMENDMENTS2.BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS INCLUDING3.FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED, UPON INSTALLATION, WITH DRIED BONE MEAL OR OTHER5.TREE STAKING: IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO6.TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS7.RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED.8.PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. PLAN TAKES9.EDGING SHALL BE 4" P.V.C. COMMERCIAL GRADE EDGING WITH THREE (3) METAL ANCHOR STAKES PER 20 FOOT SECTION. NTSNTS MULCH - 4" DEEP SHREDDED HARDWOOD(UNLESS NOTED OTHERWISE)PLANTING SOIL - SEE SPEC SET TOP OF ROOT BALL FLUSHTO GRADE OR 1-2 IN. HIGHERIN SLOWLY DRAINING SOILS DOUBLE STRAND 14 GA. WIRE -3' @ 120° INTERVALS (TYP.)SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TOTWO ALTERNATE METHODS OF TREE STAKING ARETREES, HOWEVER, THE SUBCONTRACTOR IS 16" POLYPROPYLENE ORPOLYETHYLENE (40 MIL, 1-1/2"WIDE STRAP TYP.)NOTES:PLANTING.ILLUSTRATED.IT IS THE SUBCONTRACTOR'S OPTION TO STAKERESPONSIBLE FOR MAINTAINING TREES IN A PLUMBPOSITION THROUGHOUT THE GUARANTEE PERIOD TREE WRAP TO FIRST BRANCHFLAGGING - ONE PER WIREROOTBALL TO SIT ON SUBGRADEMULCH - 4" DEEP SHREDDED HARDWOOD(UNLESS NOTED OTHERWISE)PLANTING SOIL - SEE SPEC.TOPSOILSUBGRADE2" X 2" X 24" WOOD STAKE SETAT ANGLESOD 12" O.C PLANT SPACING O.C 12"PLANT SPACING 18" MIN. 8'-0" STEEL STAKE DECIDUOUS TREE PLANTING DETAILSHRUB BED PLANTING DETAIL VARIES24" MIN. 3 1 ADDITIONAL COST TO THE OWNER.ASSOCIATION OF NURSERYMEN.ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THEACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. CALLING GOPHER STATE ONE CALL (454-0002) PRIOR TO STAKING PLANT LOCATIONS.SURFACES AND OTHER INSTALLED SITE AMENITIES DURING CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED AT NONOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED, ANYQUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THELANDSCAPE ARCHITECT PRIOR TO REMOVAL.LANDSCAPE SUBCONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION.RESPONSIBILITY OF THE CONTRACTOR.COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. AND SPECIFICATION AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPEARCHITECT PRIOR TO ORDER.ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPEIMPROVEMENTS ARE PROPOSED.TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. GENERAL NOTES 4.WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR IRRIGATION NOTES 4.IT SHALL BE THE LANDSCAPE SUBCONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED / SEEDED AND PLANTED AREAS 1.LANDSCAPE SUBCONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL SUBCONTRACTOR AND BY2.COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER SUBCONTRACTORS WORKING ON SITE.3.LANDSCAPE SUBCONTRACTOR SHALL PROTECT EXISTING ROAD SURFACES, CURBS / GUTTERS, TRAILS, TREES, GRASSED5.ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES.6.B&B TREES AND SHRUBS ARE BALLED AND BURLAPED.7.NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE8.ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN9.SUBCONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER10.SUBCONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION.11.WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE12.SUBCONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER1.LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN2.VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION.3.UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHALL BE 100% IRRIGATED. THE5.THE LANDSCAPE SUBCONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE6.IRRIGATION SYSTEMS SHALL COMPLY WITH ALL CITY CODES & REQUIREMENTS. R:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L500 LANDSCAPE DETAILS.dwgR:\\Projects\\701\\200\\701-235 Amazon - Centerville, MN AMZL\\02 LA\\01 CAD\\02 Sheet Files\\L500 LANDSCAPE DETAILS.dwg Y SENSOR NOTES TYPES INDICATED ON ARCHITECTURAL DRAWINGS.TYPES INDICATED ON ARCHITECTURAL DRAWINGS. 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2/22/34/24/34/23/: 2/42/43/:4/43/81/: 2/42/13/83/71/4 1/:2/93/73/71/21/2 3/53/83/:3/93/63/53/73/73/74/6 3/73/:3/96/2 3/:4/14/24/34/74/44/24/65/15/87/16/44/7 4/24/54/54/54/64/:4/23/7 4/14/14/54/94/23/53/63/7 4/24/24/24/44/33/23/13/43/:4/34/8 4/14/46/7 4/44/35/64/4 1/41/64/54/:3/73/2 1/92/14/64/73/23/5 2/32/44/74/73/7 2/52/54/63/63/4 2/44/:4/31/91/4 1/:1/:4/14/11/21/2 3/44/14/54/24/14/14/6 4/64/54/24/84/64/24/44/35/1 4/84/75/75/24/54/75/35/44/4 4/94/:4/85/45/15/24/96/34/74/1 4/94/65/25/24/13/53/73/7 4/74/74/76/15/13/33/23/43/74/1 4/74/84/83/94/35/3 4/84/84/73/9 1/41/75/16/33/63/2 1/95/33/1 2/22/45/35/23/23/3 2/42/55/35/33/22/: 2/62/46/44/:1/71/3 1/:2/14/61/2 3/84/54/44/44/64/85/91/2 4/:5/25/24/:5/84/94/83/64/1 6/15/97/34/64/34/2 5/45/45/55/65/:5/85/54/44/24/73/73/6 6/95/95/85/:3/83/63/63/7 5/24/:4/87/75/83/43/33/33/63/6 5/15/55/44/93/43/53/6 4/93/:3/8 1/55/45/83/33/1 1/71/97/85/:2/:2/: 2/12/35/95/33/13/2 2/42/45/95/:3/3 2/57/73/11/7 2/31/95/65/11/31/2 2/24/14/84/44/44/71/21/1 5/25/45/45/45/16/56/95/33/2 6/96/67/44/84/43/33/6 5/65/55/65/96/25/83/:3/73/63/93/33/3 7/56/45/55/83/33/33/33/4 5/45/15/97/43/23/23/13/3 4/95/25/65/65/33/13/13/23/2 4/94/93/43/2 1/55/25/52/92/7 1/71/97/22/7 2/15/65/52/82/: 2/22/35/35/53/13/2 2/32/35/56/82/91/8 1/:1/85/24/71/31/2 1/:3/64/44/51/2 4/34/95/15/14/64/75/45/74/82/91/1 4/85/64/53/23/4 5/65/25/35/35/95/35/24/13/73/53/33/72/: 5/35/:5/25/22/:2/:2/: 5/44/94/95/15/72/:2/92/:3/12/: 4/84/94/84/72/92/92/92/:2/9 4/94/74/73/2 1/34/72/:2/6 1/51/74/75/52/52/5 1/91/:4/84/:2/72/9 2/12/24/94/93/1 2/32/24/73/22/: 1/85/34/41/81/3 1/71/93/24/34/34/31/21/2 3/84/34/44/24/14/51/1 4/54/14/44/54/13/:2/72/: 4/64/54/74/53/83/63/23/12/8 4/64/64/54/84/54/53/23/42/92/82/9 4/54/34/54/42/82/82/92/9 4/44/44/34/84/22/82/82/82/8 4/34/24/22/82/72/9 1/44/24/12/82/4 1/51/74/14/62/42/5 1/91/:4/14/32/7 2/14/22/93/1 2/12/14/23/:3/33/1 1/:1/74/53/81/91/3 1/61/73/83/81/2 2/83/73/93/93/73/73/:1/21/1 3/93/83/63/83/63/62/62/9 3/73/94/23/:3/53/43/12/: 3/83/93/93/:3/93/83/13/32/92/72/8 4/23/:3/93/82/82/92/9 3/83/83/84/33/72/82/82/82/92/8 3/83/83/73/72/82/72/62/9 1/43/72/8 1/53/73/62/42/4 1/71/94/23/72/52/8 1/:2/13/73/63/13/3 2/22/23/73/63/3 1/91/64/13/31/9 1/53/53/51/41/2 1/72/63/53/43/43/41/21/1 3/63/53/33/23/43/63/73/32/7 3/43/53/83/43/32/:3/1 3/33/43/43/53/73/53/33/13/23/42/82/9 3/83/73/43/42/92/82/92/: 3/43/43/43/83/52/82/92/92/9 MANUFACTURERCATALOG NUMBER 3/43/43/43/32/82/82/92/8 3/33/32/:2/: 1/41/63/33/32/62/5 1/81/93/73/42/62/9 1/:3/33/3 2/22/33/33/33/63/6 2/21/83/33/63/42/2 1/51/53/23/21/41/3 1/62/43/23/21/2 3/33/43/33/13/23/13/33/53/22/:1/2 2/92/:3/43/33/33/23/4 3/22/:3/13/23/43/23/33/33/33/82/:3/1 3/23/43/23/23/12/:3/1 3/43/23/23/23/52/:2/:3/23/1 3/23/23/23/33/12/:2/:2/93/13/1 3/23/23/23/3 1/53/12/8 1/71/83/23/42/72/7 1/:2/13/23/13/13/7 2/22/33/13/14/13/: 2/11/73/13/33/82/3 1/43/11/5 1/51/62/42/:3/13/11/31/2 3/33/43/32/:3/12/:3/41/2 2/82/93/33/23/43/33/3 2/:2/93/13/33/33/53/63/53/73/4 2/:3/13/23/13/23/64/13/43/43/4 3/23/13/13/23/33/43/23/53/4 3/13/23/13/23/13/23/23/23/4 3/13/13/23/43/5 1/41/63/23/13/73/2 1/81/93/13/43/12/: 1/:2/13/23/13/4 2/22/33/13/94/4 1/:2/:3/14/44/3 1/61/43/33/12/91/6 1/51/62/:3/11/31/2 2/43/43/43/23/23/13/61/2 3/33/12/83/43/33/53/74/1 2/92/:3/43/43/83/94/24/63/9 2/92/:3/13/13/23/34/14/83/:3/8 3/33/33/23/23/73/53/63/7 3/13/23/23/23/53/33/43/33/43/73/8 3/23/23/23/63/94/3 1/51/73/23/24/73/8 1/93/23/6 1/:2/13/63/33/23/4 2/12/13/23/23/84/2 2/11/83/23/24/13/9 1/51/43/52/5 1/53/23/21/51/3 1/72/63/63/33/33/43/:1/21/2 3/63/53/32/:3/43/53/53/74/3 3/13/33/83/:4/94/:6/1 3/13/23/33/33/73/54/34/66/34/74/2 3/63/73/53/54/74/23/73/6 3/43/43/43/53/93/63/73/43/33/73/: 3/43/43/53/53/84/5 1/53/53/55/46/3 1/81/:3/53/54/63/9 2/12/23/:3/63/33/3 2/32/23/63/53/4 2/23/53/63/6 1/81/53/43/:3/62/3 1/41/53/43/41/41/3 1/72/63/53/53/73/71/21/1 3/83/93/73/83/94/33/94/7 3/43/54/13/:4/35/46/9 3/83/53/63/74/13/:4/55/25/57/44/:4/4 3/83/:3/93/:5/34/73/7 4/13/83/83/:4/33/73/43/63/6 3/83/83/83/93/93/23/43/93/:4/6 1/63/93/95/46/5 1/92/13/93/94/6 11LITHONIA LIGHTING11LITHONIA LIGHTING82LITHONIA LIGHTING71LITHONIA LIGHTING 2/34/43/93/2 2/42/33/94/13/13/1 138LITHONIA LIGHTING138LITHONIA LIGHTING109LITHONIA LIGHTING 2/32/23/:3/:3/23/1 VA / 1/71/43/94/33/11/9 1/41/53/73/71/4 FIXT. 1/82/:3/84/11/21/2 4/24/54/54/24/24/34/65/34/11/1 3/93/74/54/54/65/5 4/24/14/34/34/64/74/54/64/74/94/4 4/44/54/54/66/24/63/:3/7 4/64/34/64/64/94/13/73/43/63/6 4/34/34/44/64/43/23/43/8 1/54/34/53/73/:4/4 1/71/:4/54/44/93/9 2/22/44/55/13/53/1 2/52/54/74/72/:2/9 2/42/24/72/: 1/64/74/63/13/1 1/41/44/:4/31/:1/3 1/61/94/14/11/21/2 3/44/64/:4/44/54/:6/:1/1 5/34/94/45/45/44/:3/53/8 4/55/14/75/55/74/54/34/14/23/6 4/:5/15/15/35/44/14/63/93/53/4 5/45/74/95/45/33/63/43/5 4/:4/94/95/:5/53/33/23/33/53/4 1/54/94/:4/:3/43/43/5 1/81/:4/94/:3/83/2 2/32/45/26/42/: 2/55/52/82/8 2/52/55/45/32/82/9 2/21/65/35/32/:2/9 1/51/56/45/11/91/3 1/64/74/41/2 1/:3/64/85/24/44/57/21/21/1 5/55/35/15/15/55/44/93/1 5/56/76/84/33/42/:3/6 5/75/65/75/97/35/:3/:3/73/93/13/1 6/67/45/85/86/13/23/23/13/2 5/75/45/17/66/63/13/13/13/12/: 5/35/65/55/22/:2/:2/:2/: 1/51/84/:3/4 1/:2/25/35/82/72/6 2/42/57/76/22/52/6 2/52/55/95/42/72/9 2/11/65/72/9 1/55/:7/72/81/9 1/51/65/85/21/31/2 1/93/14/34/54/44/31/21/1 4/95/25/34/44/75/54/62/8 5/66/37/96/:4/33/:2/93/3 6/36/15/:7/56/23/73/33/13/52/82/8 6/26/97/75/:5/:2/92/82/8 5/:5/66/17/32/82/82/92/8 5/45/65/96/55/52/82/82/72/72/7 1/61/85/24/:2/82/: 1/:2/25/15/42/42/4 2/36/95/72/3 2/42/45/52/52/6 2/31/85/35/52/82/9 1/51/55/56/82/91/: 1/61/75/34/81/3 1/:3/14/44/21/21/2 3/:4/44/:5/23/:3/83/94/43/82/51/2 5/35/73/73/52/72/9 6/:6/36/26/16/36/53/43/12/93/12/6 5/:6/25/95/95/82/72/62/7 6/75/85/75/:2/62/62/62/72/7 1/45/75/65/75/85/64/92/62/62/62/62/5 1/64/92/6 TYPE 1/81/:4/84/72/72/3 2/12/24/65/32/22/2 2/32/44/94/82/42/6 LAMPS 2/21/74/84/92/82/: 1/54/72/: 1/51/75/24/52/11/4 1/92/23/14/13/:1/21/2 4/44/23/93/63/43/81/2 LED 4000KLED 4000KLED 3500KLED 3500KLED 4000KLED 4000KLED 4000K 4/74/94/95/33/33/23/22/42/6 5/:5/95/75/93/12/:2/72/82/5 5/:5/95/85/85/55/42/82/92/62/52/6 6/15/65/35/22/42/52/6 5/55/65/65/14/82/62/62/52/62/5 1/51/65/54/44/42/52/42/5 1/81/:4/24/12/62/3 2/12/23/:4/32/2 2/22/23/:2/22/4 1/:4/14/12/82/: 1/61/54/13/93/13/2 1/61/84/33/72/31/4 1/:2/43/63/51/3 3/24/33/:3/43/23/41/21/2 4/34/54/73/12/:2/92/92/52/6 4/85/75/42/82/72/82/6 5/55/65/65/75/75/25/12/82/72/82/62/5 5/75/94/94/72/52/62/7 5/45/45/44/74/42/52/62/62/72/6 1/51/75/45/43/:3/82/62/52/52/5 1/93/63/52/7 LIGHT FIXTURE SCHEDULE 1/:2/23/42/32/2 2/32/43/83/62/32/5 2/31/83/53/42/:3/4 1/51/53/43/4 1/73/33/83/22/7 1/92/23/43/21/51/3 2/63/44/23/12/:2/92/91/21/2 3/63/:4/34/52/72/72/72/6 4/85/55/22/72/72/73/1 5/25/45/45/45/34/:2/72/72/72/:2/72/7 5/55/74/84/62/82/62/82/8 5/25/35/24/34/32/62/72/72/8 1/65/25/13/:3/52/72/62/72/7 1/81/:3/33/12/82/: 2/12/22/:2/92/52/4 2/32/43/23/12/4 2/31/72/92/73/3 1/42/92/93/83/: 1/51/82/93/33/72/: 2/12/43/12/91/61/3 2/83/52/92/81/21/2 4/33/33/63/:2/72/52/52/62/52/9 4/64/:2/52/72/93/5 5/24/:5/15/44/94/:4/:2/72/82/83/42/9 5/55/44/94/52/:2/92/:2/: 5/24/:5/23/:3/92/82/93/13/1 1/75/35/24/93/53/12/92/92/82/:2/: 1/92/92/82/93/4 2/12/22/72/8 2/22/22/62/72/72/6 2/21/:2/72/62/93/5 1/51/42/62/54/24/3 1/51/72/62/:4/2 2/12/93/51/7 2/53/13/92/72/81/41/2 4/:2/83/:2/72/62/42/42/53/31/2 3/34/:5/62/52/63/3 277V277V 5/24/85/74/44/62/82/93/23/93/4 480V480V277V277V277V 4/95/:5/34/95/13/13/73/23/43/4 VOLT 4/94/84/33/63/43/23/23/5 1/55/35/95/43/13/23/13/23/43/4 1/81/:4/62/82/63/23/43/4 2/22/32/52/43/93/3 2/42/32/42/53/12/9 2/21/92/42/33/13/5 1/52/33/: 1/41/52/32/44/13/9 1/82/22/92/93/31/7 2/53/12/92/81/41/2 5/321/22/82/82/82/91/2 2/92/82/93/73/: 3/23/33/84/94/1 3/64/54/13/9 3/73/63/73/7 1/61/:2/33/43/33/73/7 1/82/12/32/33/43/53/94/2 2/32/42/34/: 2/42/42/32/33/:3/6 2/22/42/33/23/1 1/91/42/32/23/33/5 1/41/52/22/43/63/5 1/82/22/:3/12/8 2/73/21/51/3 3/26/128/33/23/23/33/61/21/2 3/53/63/44/3 3/43/54/86/6 3/84/34/75/:4/94/5 5/14/43/83/7 1/:2/33/93/53/33/73/9 TION.480VLED 4000K276LITHONIA LIGHTING(2 HEADS) DSX1 LED-P5-40K-T4M-480-SPA 1/71/92/43/43/64/5 2/22/42/52/54/:6/7 2/52/52/52/54/84/1 2/42/32/52/53/33/1 1/81/42/42/: 1/42/32/23/12/: 1/61/92/43/22/92/3 2/42/83/43/61/41/3 3/35/927/83/63/61/21/2 3/84/14/44/33/94/5 3/73/84/:6/: 3/:4/75/27/15/14/6 5/94/83/9 2/43/:3/53/73/7 1/71/:2/72/93/23/43/63/94/6 2/22/43/13/24/:6/7 2/53/23/24/7 2/52/53/14/13/3 2/31/72/92/82/:2/8 1/41/42/62/42/82/9 1/62/12/73/62/: 2/52/93/92/31/4 3/35/24/13/:3/:1/21/2 :/23/94/24/54/54/23/91/2 3/84/3 3/:4/24/85/95/44/4 4/64/:3/:3/8 3/14/33/93/73/7 1/51/83/63/53/33/43/8 1/:2/23/:4/43/63/94/2 2/42/44/54/64/:3/9 2/42/44/54/33/53/2 2/11/53/:3/62/92/7 1/41/43/12/92/7 1/62/:2/72/6 2/12/54/44/52/11/3 2/93/24/44/31/21/2 3/73/:4/33/84/24/61/2 4/64/13/73/43/6 4/24/13/:4/23/7 4/14/44/23/5 3/73/53/53/6 1/61/84/55/43/43/33/63/5 1/:2/26/26/63/33/33/53/5 2/32/36/:6/:3/:3/3 2/32/26/93/1 1/86/55/82/82/8 1/41/34/93/92/62/6 1/41/63/53/32/62/5 1/92/44/84/61/: 2/83/34/11/51/3 3/63/:3/73/43/23/61/21/2 3/23/63/23/13/1 2/:3/23/23/7 3/13/23/53/13/2 3/33/23/23/2 1/65/97/43/13/13/13/23/1 1/81/:8/59/13/13/13/1 2/12/29/62/:3/6 2/32/39/79/52/82/7 1/:1/58/97/62/62/6 1/31/36/34/82/52/5 1/43/72/6 1/51/93/24/32/52/1 2/32/74/13/71/61/4 3/24/37/73/32/91/31/2 2/62/52/52/42/42/8 2/42/42/83/4 2/42/52/73/12/:2/9 3/12/82/92/: 1/67/12/82/92/: 1/81/:8/9:/22/92/92/82/92/9 2/12/221/121/52/83/3 2/22/121/721/42/7 1/81/4:/52/62/6 1/38/:7/32/62/6 1/31/35/53/92/72/9 1/51/83/23/72/92/6 2/22/63/73/51/: 3/14/:3/22/:1/71/4 25/22/72/52/42/32/32/71/4 2/42/7 2/32/32/42/42/83/12/9 2/82/72/8 1/47/92/62/72/92/9 1/61/89/921/42/72/82/82/72/92/7 OF 1.3. TYPE T4M DISTRIBU 1/92/122/422/82/8 2/22/322/:3/12/8 2/11/622/621/72/72/9 1/31/29/:7/:3/23/7 1/31/35/93/:3/8 1/51/83/14/44/9 2/33/53/44/73/6 2/73/13/43/12/:2/7 4/926/82/92/72/62/42/3 2/52/42/52/72/7 2/32/32/42/:2/9 2/32/72/72/72/8 ST FACTOR OF 1.3. TYPE T2MST FACTOR OF 1.3. TYPE T4M 1/52/52/62/9 1/71/88/6:/82/72/72/72/92/9 1/:2/122/523/32/72/82/9 2/32/423/923/83/22/9 2/11/523/522/62/93/2 1/3:/73/5 1/21/28/55/:3/:4/1 1/31/54/13/24/65/2 1/92/33/63/44/:3/7 2/72/:3/32/: 4/722/13/12/92/82/72/62/72/4 2/62/62/72/82/8 2/52/43/2 2/32/42/82/92/:2/9 2/62/92/: 1/61/78/921/12/72/82/82/:2/: 1/91/:22/823/62/82/82/9 2/12/224/12/:3/5 2/31/:24/123/72/:2/: 1/41/222/7:/93/13/4 1/21/28/66/23/84/2 1/31/54/23/24/8 1/93/65/55/3 2/32/63/43/33/72/: 2/93/64/83/12/:2/92/52/2 2/82/82/82/92/: 2/:2/72/:3/6 2/52/62/73/13/23/1 3/22/93/23/2 1/61/88/:2/92/92/93/3 1/:2/121/122/82/:2/93/23/2 2/22/223/724/13/23/8 2/11/824/123/73/13/2 1/41/222/63/2 1/2:/88/63/43/8 1/21/36/44/44/34/7 1/51/93/33/74/:4/8 2/32/63/53/53/32/7 2/93/23/23/12/3 3/32/:2/:2/:3/13/23/31/9 3/23/33/9 2/:2/82/93/13/43/5 3/43/53/5 1/61/99/13/23/23/23/63/6 2/121/422/:3/23/23/23/53/6 2/22/32/323/924/23/6 2/224/24/23/6 1/91/423/822/83/43/3 1/31/2:/:8/83/43/7 1/21/36/64/54/2 1/41/83/64/54/5 2/13/93/84/32/8 2/52/93/23/73/43/22/21/9 3/52/:3/13/41/6 3/13/63/73/73/9 3/53/23/64/84/3 3/44/24/23/:3/9 1/51/73/63/63/73/8 1/92/19/421/73/43/33/33/8 2/32/423/424/13/53/:4/3 2/32/224/624/55/34/3 1/91/424/123/23/83/5 1/31/221/39/13/3 1/26/63/64/1 1/31/44/73/84/54/3 1/72/14/54/34/12/2 2/52/83/93/51/7 3/23/83/22/:2/:3/71/51/4 3/24/14/34/14/7 3/93/54/36/4 3/:5/25/55/44/6 1/51/74/44/13/8 1/:2/29/321/63/:3/53/33/73/8 2/423/324/13/33/54/54/: 2/42/42/424/524/46/84/: 1/:23/:4/4 1/41/323/121/23/53/3 1/21/28/:6/83/54/1 1/31/45/13/:4/4 1/72/15/24/34/2 2/44/74/12/11/6 2/83/23/93/43/12/91/31/2 2/:3/23/74/34/2 4/:4/34/96/7 3/64/24/75/95/64/7 1/56/74/84/13/8 1/71/:9/221/34/13/53/33/7 2/32/422/:3/33/53/84/4 2/52/523/924/34/96/6 2/42/124/323/94/84/2 1/51/322/9:/:3/53/2 1/28/:6/93/4 1/21/34/:3/94/2 1/41/83/94/83/:3/7 2/22/64/33/91/91/5 2/93/13/43/11/3 3/42/:2/:3/23/74/13/91/2 4/43/94/25/1 3/53/:4/34/:4/64/1 1/55/64/43/9 1/71/:9/23/:3/53/73/7 2/22/421/423/13/33/33/53/73/9 2/42/424/124/44/14/9 2/424/53/: 1/:1/424/123/13/63/3 1/31/221/39/13/23/3 1/21/36/84/83/53/7 1/51/83/73/:3/63/4 2/33/71/8 2/52/82/:3/63/33/11/41/2 3/22/:2/:3/23/51/2 3/63/73/43/5 3/53/23/63/93/8 1/33/44/14/23/53/5 1/51/79/33/63/53/63/6 1/:2/221/623/53/43/33/33/5 2/32/324/23/33/53/4 2/32/224/724/73/93/3 1/81/424/323/53/12/9 1/31/221/69/32/9 1/21/36/83/13/2 1/54/63/53/33/3 1/92/33/53/33/11/6 2/52/83/33/11/31/2 2/:3/12/82/:2/92/:3/21/2 2/:3/33/33/13/1 2/:2/93/13/53/4 1/32/93/23/63/2 1/51/73/23/13/23/2 1/92/19/121/43/13/13/13/33/2 2/22/323/324/13/13/12/: 2/32/224/624/63/52/9 1/724/22/8 1/31/223/321/62/62/6 1/21/29/26/92/82/: 1/31/44/73/43/23/3 1/82/23/42/: 2/63/23/11/61/3 2/93/13/22/:2/92/82/82/:1/21/2 2/82/93/13/22/8 2/82/82/93/2 2/62/62/:3/22/9 1/31/53/32/92/:2/: 1/71/98/921/12/92/92/92/:2/: 1/:2/122/92/92/92/9 2/22/123/924/42/83/1 2/11/624/424/12/82/5 100 MILE PER HOUR WINDS WITH A GUST FACTOR 1/31/223/121/42/42/5 1/21/29/26/:2/7 1/31/44/82/93/1 1/73/43/23/32/8 2/12/52/:2/91/71/3 2/93/13/52/82/72/71/21/2 3/32/72/82/92/92/7 2/:2/72/72/: 2/42/42/52/82/:2/7 1/31/52/:2/72/9 1/61/82/72/82/92/9 1/:2/121/222/:2/82/82/82/92/8 2/22/323/:24/42/72/9 2/11/624/524/22/72/4 1/223/32/4 1/21/221/69/32/42/7 1/21/36/:4/82/93/1 1/41/73/53/13/32/9 1/:2/42/:2/81/8 2/83/12/82/71/31/2 3/73/92/72/72/82/82/71/2 2/82/92/72/: 2/62/42/42/42/: 1/32/82/92/72/9 1/41/62/62/72/72/92/9 1/81/:21/323/32/82/82/9 2/12/224/22/82/82/7 2/42/224/724/82/:2/7 1/61/224/423/72/42/4 1/21/221/:9/62/52/7 1/21/27/14/82/: 1/43/53/23/3 1/71/:3/22/:3/11/7 2/42/82/92/81/31/2 3/23/73/62/72/72/72/91/2 2/82/92/:2/82/8 2/72/42/53/23/2 1/21/32/52/93/12/92/9 1/51/72/72/82/: 1/81/:21/12/82/82/92/:2/:DESCRIPTION 2/12/222/:23/:2/82/92/8 2/32/124/524/63/22/9 1/61/224/323/52/6 1/221/92/52/6 1/21/29/67/22/93/2 1/21/44/:3/53/33/3 1/72/23/33/23/11/7 2/62/92/:2/91/3 3/23/43/22/82/82/91/21/2 2/82/83/13/22/:3/1 2/:2/83/4 1/22/62/63/13/43/2 1/31/53/42/:3/23/2 1/71/92/1:/82/92/:2/:3/33/2 2/122/723/92/:2/:3/23/1 2/22/224/43/5 1/:1/624/524/13/12/9 1/31/223/321/72/82/8 1/21/29/67/43/13/5 1/31/45/23/7 1/83/73/53/63/5 2/22/53/33/31/:1/4 2/83/23/63/12/:2/91/31/2 3/12/92/:3/13/33/3 3/33/33/43/7 1/22/92/:3/23/43/83/5 1/31/53/83/33/6 1/71/93/33/23/63/6 2/12/2:/922/83/23/23/23/53/6 2/32/323/:24/53/63/: 2/21/724/624/33/73/3 1/323/521/:3/1 1/21/29/83/13/3 1/21/37/55/23/84/2 1/41/83/93/83/:3/9 2/22/53/73/62/1 2/93/43/33/11/51/3 6/:7/52/:2/:3/13/33/63/71/2 3/73/73/:4/6 3/33/53/74/14/9 1/21/34/73/94/23/: 1/51/83/73/43/73/7 1/:2/22/421/123/23/33/33/43/73/: 2/424/24/3 2/32/224/724/95/24/6 1/71/424/523/93/93/6 1/31/222/29/:3/23/4 1/21/37/65/43/94/4 1/41/73/:4/3 2/14/54/24/32/5 2/52/93/53/93/51/51/3 21/325/33/12/92/93/51/2 3/13/94/23/:4/5 1/24/33/54/45/76/4 1/21/33/95/16/34/84/3 1/61/84/74/13/8 2/12/3:/:3/53/33/23/73/7 2/52/522/:23/:3/44/34/8 2/52/424/524/66/65/7 1/91/424/423/64/43/7 1/31/221/:3/2 1/29/97/63/33/7 1/21/45/64/34/13/9 1/61/:5/14/73/72/1 2/42/84/23/51/5 3/421/427/23/12/93/51/31/21/2 2/93/14/24/73/:4/5 4/94/75/66/3 1/21/23/74/15/36/84/7 1/31/64/94/23/7 1/82/12/4:/74/23/53/33/73/7 2/52/522/723/83/23/44/24/6 2/524/324/55/9 2/51/:24/15/34/2 1/41/323/421/83/73/2 1/21/29/77/63/23/4 1/21/45/64/13/53/5 1/64/73/4 1/:2/44/43/:2/11/4 2/83/48/73/53/22/93/51/21/2 :/52/93/13/:3/71/1 4/34/43/94/4 1/21/23/53/83/:4/54/83/: 1/31/65/34/23/93/7 1/82/1:/93/83/53/33/73/6 2/32/522/83/23/43/8 2/52/523/924/43/84/4 2/51/924/524/34/23/5 1/41/323/521/93/3 1/21/29/82/:2/: 1/27/55/33/13/1 1/41/63/93/:3/13/1 1/:2/43/83/61/71/3 2/93/33/43/11/21/2 4/24/12/:2/:3/13/43/63/31/1 3/73/73/33/5 1/23/23/23/43/73/8 1/21/34/13/53/43/4 1/51/81/:3/33/23/43/4 2/32/421/123/13/23/13/23/43/3 2/42/424/124/63/33/5 2/324/83/3 1/81/424/423/82/:2/8 1/21/222/19/92/72/8 1/21/27/45/12/92/: 1/41/73/73/53/1 2/12/53/42/:1/8 IGHT STEEL 24'-8" POLE. POLE TO WITHSTAND 2/83/13/33/11/31/2 3/33/32/:2/92/92/:3/12/91/21/1 3/33/32/: 1/23/22/72/93/13/4 1/21/32/72/:3/52/:2/: 1/51/72/92/92/: 1/:2/2:/:2/92/92/93/12/: 1/12/32/422/923/:2/92/92/9 2/42/324/524/63/12/: 1/81/424/323/52/62/5 1/21/221/99/62/52/6 1/27/32/7 1/21/45/13/62/92/9 1/72/13/33/22/71/8 2/52/73/12/91/31/2 2/:3/22/92/82/82/82/91/21/1 2/83/13/12/62/6 2/92/42/52/83/1 1/21/22/42/73/12/7 1/31/51/72/62/72/72/8 1/92/1:/82/72/72/82/8 1/12/22/222/823/92/72/72/72/6 2/324/424/52/8 2/21/81/324/22/72/3 1/223/321/72/32/3 1/21/29/67/32/52/6 1/21/45/13/52/82/9 1/72/13/13/12/7 2/52/91/81/3 2/82/:3/12/82/82/72/81/21/2 3/12/72/82/82/51/1 2/92/72/32/42/6 1/21/22/32/32/52/82/5 1/31/52/82/52/52/6 1/71/9:/:2/52/52/62/72/6 1/11/:2/222/:2/62/52/5 2/32/424/124/62/42/5 2/41/824/724/52/52/2 1/31/223/621/:2/22/2 1/21/29/72/4 1/27/45/12/62/8 1/41/63/52/:2/92/8 1/:2/42/:2/81/91/3 2/83/13/32/82/71/21/2 3/62/72/72/72/82/82/51/2 2/82/62/42/5 1/22/32/22/22/42/72/5 1/21/31/52/72/42/5 1/71/92/42/52/62/6 1/:2/221/223/32/52/52/52/62/5 1/12/32/424/324/82/42/5 2/424/:24/72/5 1/81/323/:2/22/2 1/21/222/39/:2/22/4 1/21/27/55/12/72/9 1/31/63/53/12/: 1/92/33/13/11/: 2/72/:2/92/82/71/31/2 3/44/32/72/72/72/82/82/51/21/2 2/92/5 1/22/72/32/22/42/62/8 1/21/32/22/82/62/6 1/51/72/52/42/72/7 1/92/1:/:22/:2/52/52/62/7 1/12/22/324/12/52/62/5 2/32/224/624/72/62/6 1/81/424/523/72/32/3 1/21/222/19/92/32/6 1/21/27/55/22/9 1/33/63/13/1 1/51/93/23/23/11/: 2/32/72/:2/91/41/3 2/:3/54/42/82/82/82/91/21/2 2/82/:2/:2/62/6 2/:2/42/42/83/2 1/21/21/32/32/63/12/7 1/51/72/62/62/82/8 1/92/1:/72/62/72/72/92/8 1/12/32/422/723/92/72/82/7 2/42/424/424/62/92/: 1/91/424/22/5 1/323/521/:2/42/4 1/21/29/87/62/83/2 1/21/35/43/83/53/5 1/61/93/33/33/4 2/42/83/22/51/5 3/13/33/12/:2/92/:1/31/2 3/62/92/93/22/92/91/2 3/23/22/72/9 1/21/22/62/62/83/62/: 1/31/53/52/93/13/1 1/71/::/92/92/92/93/23/2 1/12/22/422/923/:2/92/93/1 2/52/424/63/13/1 2/41/:24/724/53/42/9 1/41/323/722/22/82/7 1/21/29/:7/72/:3/5 1/25/43/: 1/41/63/83/63/:3/8 2/12/53/63/52/71/6 2/72/:3/23/43/12/:1/31/2 3/22/:3/13/23/53/21/2 3/63/63/33/5 1/21/23/12/:3/23/43/:3/5 1/31/53/93/43/53/4 1/71/:3/33/23/5 2/32/5:/:23/13/23/13/23/53/5 1/12/52/624/324/83/53/7 2/52/124/:24/73/:3/4 1/51/323/:3/2 1/222/5:/22/:3/3 1/21/27/85/53/74/3 1/41/73/:3/:4/34/2 2/12/44/33/:3/11/6 2/72/:3/73/21/3 3/22/:2/:2/93/13/43/83/51/21/2 4/13/8 1/24/43/53/53/84/14/25/2 1/21/34/94/23/: 1/51/74/13/83/73/7 1/:2/3:/822/83/53/33/23/33/73/9 1/12/52/623/:24/63/: 2/62/624/74/65/4 2/21/524/523/74/23/7 1/31/222/29/:3/23/3 1/21/27/85/83/6 1/31/64/23/:3/: 1/:4/54/:3/82/8 2/42/74/33/71/61/3 2/:3/23/33/22/92/93/41/21/2 2/:3/:4/63/64/4 1/24/:3/74/34/:6/9 1/21/33/:4/96/64/:4/6 1/51/74/94/43/8 1/:2/3:/53/73/33/13/73/7 1/12/52/522/623/83/33/:4/7 2/52/524/424/55/36/8 2/21/524/323/54/84/1 1/321/:3/2 1/21/29/:7/83/23/3 1/21/35/84/13/53/5 1/51/94/14/63/42/6 2/32/74/21/5 3/13/33/93/73/22/:2/93/41/31/2 3/13/84/23/64/41/2 4/63/54/44/9 1/21/23/74/:6/86/84/9 1/31/54/:4/53/8 1/71/9:/74/53/73/43/73/7 1/12/22/322/823/:3/13/33/:4/4 2/42/424/54/9 2/42/124/724/56/24/5 1/51/323/822/33/93/2 1/21/2:/17/83/12/:DISTRIBUTION.DISTRIBUTION. 1/21/35/53/:3/1 1/53/72/:2/: 1/92/33/83/72/21/4 2/72/:3/43/53/22/:1/31/2 4/32/:3/13/33/63/51/2 3/63/83/84/1 1/21/23/33/43/84/35/14/2 1/31/45/24/33/93/7 1/71/93/83/63/43/7 1/12/12/2:/922/:3/23/43/73/7 2/32/324/224/73/83/: 2/41/:24/924/64/63/7 1/51/323/:22/53/4 1/2:/33/12/: 1/21/27/85/42/82/9 1/31/53/83/32/:3/1 1/92/33/43/32/31/5 2/72/:3/22/:1/3 3/44/22/92/92/:3/13/33/31/21/2 3/33/43/5 1/23/42/:2/:3/33/54/13/5 1/21/31/43/:3/5 1/61/83/53/33/33/53/5 1/::/622/73/23/23/33/53/4 1/12/12/22/223/924/53/4 2/224/63/33/8 1/91/524/423/73/13/1 ASITE LIGHTING. DOUBLE HEAD ON SQUARE STRABSITE LIGHTING. SINGLE HEAD ON SQUARE STRAIGHT STEEL 24'-8" OR 37'-0" POLE. POLE TO WITHSTAND 100 MILE PER HOUR WINDS WITH A GUCSITE LIGHTING. SINGLE HEAD ON SQUARE STRAIGHT STEEL 24'-8" OR 37'-0" POLE. POLE TO WITHSTAND 100 MILE PER HOUR WINDS WITH A GU 1/21/222/29/:2/82/8 F1EXTERIOR SURFACE MOUNT CANOPY LIGHT. 1/21/27/75/42/82/9 D3RECESSED 6" ROUND DOWNLIGHT, NEW CONSTRUCTION FRAME, WITH 6" MEDIUM DISTRIBUTION, CLEAR TRIM 1/31/63/82/:W1EXTERIOR LED WALL MOUNTED LUMINAIRE. 0-10V DIMMING. TYPE T3S DISTRIBUTION.W2EXTERIOR LED WALL MOUNTED LUMINAIRE. 0-10V DIMMING. TYPE T4M DISTRIBUTION. 1/93/23/33/12/4 GENERAL NOTES:FIXTURE NOTES:D3ERECESSED 6" ROUND DOWNLIGHT, NEW CONSTRUCTION FRAME, WITH 6" MEDIUM DISTRIBUTION, CLEAR TRIM 2/42/83/13/12/:2/81/71/5 3/23/52/82/82/91/31/2 TYPE 2/83/13/12/:2/: 1/23/22/62/82/:3/7 1/21/32/72/93/53/13/1 1/41/62/:2/:3/23/2 1/81/::/52/:2/:2/:3/2 1/12/12/222/523/82/:3/13/1 2/32/424/424/53/13/6 1/:1/424/323/62/92/: 1/21/222/19/:2/: 1/27/73/23/6 1/21/35/53/73/64/2 1/61/:3/13/14/74/2 A.ALL FINISHES SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ORDERING FIXTURES. FINISH SELECTION TO BE FROM MANUFACTURER'S STANDARD FINISHES UNLESS NOTED OTHERWISE. DRAFT REPORT To: Ryan Companies US, Inc. From:Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC Date:March 2, 2022 Subject:Project BanjoTrafficStudy INTRODUCTION TC2 has completed a traffic study for the proposed logistics warehousedevelopment, referred to as Project Banjo, in the City of Centerville, MN. The development isgenerallylocated southwest of the Interstate 35E (I-35E)and Main Street/County Road 14(CR 14) interchange. The subject site shown in Figure 1is currently vacant and bounded by Commerce Drive to the north, Fairview thst Street to the south, 20Avenue/County Road 54(CR 54)to the west, and 21Avenue to the east. The main objectives of this study are to quantifyexisting operations within the study area, evaluate potential traffic impacts to the adjacent roadway network due to the proposed development, and identify potential improvements to support the proposed development to ensure safe and efficient operations for all users. The following study assumptions, methodology, and findings are offered for consideration. Figure 1 Subject Site |www.transportationcollaborative.com | Project BanjoTraffic StudyMarch 2, 2022 Page 2 EXISTING CONDITIONS Existing conditions were reviewed within the study area to establish current operations to help determine impacts associated with the proposed development. The evaluation of existing conditions included collecting traffic volumes, observing roadway characteristics, and analyzing intersection capacity, which are described in the following sections. Traffic Volumes The following intersections were included as part of the studyprocess. th 20Avenue (CR 54) / Main Street (CR 14) th 20Avenue (CR 54) / Commerce Drive th 20 Avenue (CR 54) / Fairview Street th 20Avenue (CR 54) / Cedar Street st 21 Avenue / Main Street (CR 14) st 21Avenue / Commerce Drive st 21 Avenue / Fairview Street (Future) Main Street (CR 14) / I-35E West Ramp Main Street (CR 14) / I-35E East Ramp Intersection turning movement and pedestrian/bicyclist counts were collected on Thursday, February 3, 2022,at the majority ofthe study intersections. The counts were collected from 7 to 11 a.m. and 4 to 6 p.m., which coincides with the peak activity of the adjacent roadways and/or the proposed development. Note that 14-hours of data (6 a.m. to 8 p.m.) was collected along Main thst Street at 20Avenue and 21Avenue. At the Main Street (CR 14) intersections with I-35E,a combination of historical counts and newly collected data using ramp detector data provided by the MinnesotaDepartment of Transportation (MnDOT)were used to identify area travel patterns and traffic volumes. Average daily traffic (ADT) volumes were also obtained from MnDOT. Roadway Characteristics Observations were conducted within the study area to identify various roadway characteristics such as roadway geometry,functional classification, multimodal facilities, speed limits, and traffic controls. The following information provides a general overview of key roadways within the study area. Note that these are general characteristics. Main Street (CR 14) ‘ generally a four-lane divided minor arterial roadwaywith turn lanes at key intersections. There is a multi-purpose trail present on the southside of theroadway. The posted speed limit is 45-mphwithin the study area. th 20Avenue (CR 54) ‘ generally a two-lane undivided minor arterial roadway, which widens near Main Street (CR 14)to includea median andturn lanes. There is a multi- purpose trail present on the west side of the roadwaybetween Main Street and Fairview Street. The posted speed limit is 50-mphsouth of and 55-mph north of Main Street. Project BanjoTraffic StudyMarch 2, 2022 Page 3 st 21 Avenue ‘ a local roadway that varies between a 2-lane undivided facility from Main Street to Commerce Drive and a 3-lane facility with a shared two-way left-turn lanesouth of Commerce Drive.The facility terminates approximately 900 feet south of FairviewStreet. No multimodal facilities are present. The posted speed limit is 30-mph. Commerce Drive‘ a 3-lane local roadway with a shared two-way left-turn lane. No multimodal facilities are present. The posted speed limit is 30-mph. Fairview Street‘ a two-lane undivided local roadway which currently terminates about thst 800 feet east of 20Avenue. This roadway is expected to be extended to 21Avenue in 2022. No multimodal facilities are present. The posted speed limit is 30-mph. Cedar Street ‘ a two-lane undivided local roadway which primarily serves residential land uses.No multimodal facilities are present. The posted speed limit is 30-mph. thst From a traffic control perspective, intersections along Main Streetat 20Avenue, 21Avenue, and the I-35E West and East Ramps are signalized.All other study intersections are unsignalized with side-street stop control. Existing geometrics, traffic controls, and traffic volumes in the study area are shown inFigure 2. Intersection Capacity Intersection capacity was evaluated using Synchro/SimTrafficSoftware (version 11), which incorporates methods outlined in the Highway Capacity Manual, 6th Edition. The software is used to develop calibrated models that simulate observed traffic operations and identify key metrics such as intersection Level of Service (LOS) and queues. These models incorporate collected traffic, pedestrian, and bicyclist volumes, traffic controls, and driver behavior factors. Level of Service (LOS) quantifies how an intersection is operating. Intersections are graded from LOS A through LOS F, which corresponds to the average delay per vehicle values shown inTable 1. An overall intersection LOS A though LOS D is generally considered acceptable in the Twin Cities. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. Table 1 Level of Service Thresholds Average Delay / Vehicles Level of Stop, Yield, and RoundaboutSignalized Service IntersectionsIntersections A < 10 seconds< 10 seconds B 10 to 15 seconds10 to 20 seconds C 15 to 25 seconds20 to 35 seconds D 25 to 35 seconds35 to 55 seconds E 35 to 50 seconds55 to 80 seconds F > 50 seconds> 80 seconds ) ) ) )))00 5 55 0 56 0 7 ( 2 3381 (((5(( \] \]\]\] \] \] 9 0050 0 , 5 338 4 4 7 \[ \[\[\[ \[ 3 \[ 50 \[25\] (100) 505 0 5 0 3 59250 \[18 5\] (450) 6 \[85\] (215) 6110 1 545 \[245\] (315) 1 1 90 \[65\] (140 ) (755) 840 \[410\] 405 \[240\] (700) 325 \[200\] (535) 25) \[50\] (1 20 \[20\] (55) 55 )) ) ) 0\] (560 290 \[180\] (370)430 \[23 00 0 240 \[125\] (200) 6 8 7 (( 25 \[15\] (25) 1 ( \] \]\] 5 05 7 32 \[ \[\[ 0 55 2 12 1 225 \[190\] (585) 0 22,70 ) ) ) 5 5 )) 5 ( 6 0 0 1 ( ( ( 9 \] \] \] 1 5 5 ( 0 \[ 2 \] \]2 \[ \[ 0 5 ) \[20\] (75 50 \[ 5 9 55 \[ 6 \] (650) 380 \[245 5 5 5 5 \[5\] (5 ) (50) \[15\] 40 1 5 \[5 \] (10) 5) \[10\] (1 5 300 ) 0\] (595) 470 \[28) ) 5 5 5 ( 2 (20) 20 \[10\] 7 ( ( \] \] \] ) ) 0 5 0 5 5 \[ 1 ( 2 5 \[ \[ 2 ( 0 55 \] \] 3 5 5 \[ 1 1 \[ 0 5 5 1 ) ) 5 5 ( ( \] \] 5 5 \[ \[ 5 5 1 0) 0 \[0\] ( 0 \[0\] (0) ) ) 0 0 ( 0 2 ( \] \] 0 0 \[ 95\] (10) 5 \[ \[ ) ) 0 (0) 0 \[0\] 0 0 0 6 3 1 ) 5 \[5\] (0 1 0 \[0\] (0) ( ( \] \] 0 \[0 \] (0) 5 0 \[ 1 \[ 5 0 ) ) 0 0 ( 6 2 ( \] \] 0 5 \[ 1 1 \[ ) ) 0 5 5 0 5( ( 1 \] \] 700 5 35E 0 \[ \[ 0 0 1 ) ) Future 5 0 90\] (0) 0 \[ 2 ( 1 ( 0) 0 \[0\] ( ) ) \] \] 0 0 55( 2 \[ 8 ( \[ \] \] 5 5 0 0 \[ 4 1 10\] (15) 20 \[ \[ 1 5 0 (10) 10 \[10\] Legend ) ) 5 0 0 XXX 1 AM Peak Hour Volume 4 ( 2 5 ( \[XXX\] Midday Peak Hour Volume \] \] 2 5 5 (XXX) ,PM Peak Hour Volume \[ 0 5 1 X,XXX Estimated ADT Volume \[ 0 T 5 5 N 1 Existing Conditions Figure 2 Project BanjoTraffic StudyMarch 2, 2022 Page 5 For side-street stop-controlled intersections, special emphasis is given to providing an estimate for the level of service of the side-street approach. Traffic operations at an unsignalized intersection with side- street stop control can be described in twoways. First, consideration is given to the overall intersection level of service, which takes into account the total number of vehicles entering the intersection and the capability of the intersection to support the volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, most delay is attributed to the side-street approaches. It is typical of intersections with higher mainline traffic volumes to experience high-levels of delay (i.e., poor levels of service) on the side- street approaches, but an acceptable overall intersection level of service during peak hour conditions. The existing intersection capacity analysis shown in Table 2indicates that all study intersections currently operate at an overall LOS B or better during the a.m., midday (10 to 11 a.m.),and p.m. peak hours. In addition, side-streetapproachesand/or driveways operate at LOS D or better during the peak hours. Peak queues within the study area are well within the existing turn lane storages provided. Thus, no significant intersection capacity issues are present within the study area. Analysis results showing the average delays and queue lengths is available upon request. Table 2 Existing Intersection Capacity Level of Service (Delay) Traffic Intersection MiddayPeak Control AMPeak HourPM Peak Hour Hour th 20Avenue / Main StreetSIGNALB (16 sec)B (10 sec)B (18 sec) th 20Avenue / Commerce DriveSSSA / B (11 sec)A / B (10 sec)A / B (11 sec) th 20Avenue / Fairview StreetSSSA / A (1 sec)A / A (1 sec)A / A (1 sec) th 20Avenue / Cedar StreetSSSA / B (10 sec)A / B (10 sec)A / B (11 sec) st 21Avenue / Main StreetSIGNALA (6 sec)A (5 sec)A (8 sec) st 21Avenue / Commerce DriveSSSA / A (9 sec)A / A (9 sec)A / A (9 sec) st 21Avenue / Fairview StreetFUTURE Main Street / I-35E West RampSIGNALA (8 sec)A (7 sec)A (8 sec) Main Street / I-35E East RampSIGNALB (10 sec)A (8 sec)B (12 sec) AWSC ‘ All-Way-Stop-Control SSS ‘ Side-Street-Stop Note that the Main Street / I-35E interchange was reconstructed during 2010 and 2011 to increase intersection and roadway capacity in anticipation of and to accommodate future development in the area. The south approach at the West Ramp intersection was added as part of the project, but st subsequently removed in 2013 to further improve operations and safety once full access at the 21 st Avenue intersection was provided.TheMain Street / 21Avenue intersection was signalized in 2013. st 21Avenue, south of Commerce Drive, was constructed in 2017. Project BanjoTraffic StudyMarch 2, 2022 Page 6 PROPOSED DEVELOPMENT The proposed development, shown in Figure 3, includes construction of a 141,000 square foot industrial building generally bounded by Commerce Drive to the north, Fairview Street to the south, thst 20Avenue (CR 54) to the west, and 21Avenue to the east. The proposed development is assumed to be fully constructed and operational by the end of 2023. The facility will provide acombination of warehouse, logistics, and distribution operations. The buildingwill be a delivery facility thatprimarily serves the northeast Twin Cities metropolitan area. Given the operating and logistical characteristics of the user, peak activity of the site is expected to occur between 10 a.m. and 11 a.m., with limited activity during traditional a.m. and p.m. peak hours (i.e., 7:15 to 8:15 a.m. and 4:30 to 5:30 p.m.). The operations have a direct correlation to the sorting equipment inside the building and the number of van loadingspaces. Further information regarding trip generation is provided later in this report. The developer anticipates a total headcount of approximately 543 employees on site throughout the course of the day during typical conditions. This headcount represents the total amount of employees in the building throughout the day, regardless of position or responsibility. The development is expected to operate in six shifts. The anticipated shift timesand employment structure is shown in Table 3. Employees will primarily run the inside operations of the building. Outsideof these core shifts, there might be a limited amount of other people inside the building doing small taskssuch as equipment maintenance or janitorial services. Table 3 Employment Shift Summary ShiftTimeEmployee Count st 1Shift2:00 AM ‘ 12:30 PM102 nd 2Shift6:00 AM ‘ 2:30 PM33 rd 3Shift1:30 PM ‘ 10:00 PM33 th 4Shift2:00 PM ‘ 6:00 PM26 th 5Shift12:00 PM ‘ 10:30 PM5 th 6Shift9:20 AM ‘ 9:00 PM344 st Access to the site will be provided via Fairview Street and 21Avenue. Two driveways are planned along Fairview Street, which will primarily serve the van parking area. Three driveways are located st along 21Avenue; the northern driveway will be a truck only access, the central access will be the employee access, and the south access will be the primary exit for delivery vans.Up to a total of 896 parking stalls are proposed for the site, of which 297 spaces are designated for associate parking and 599spacesforvan parking. Additional discussion regarding site access and parking is provided within the site plan review section of this study. Project BanjoTraffic StudyMarch 2, 2022 Page 8 TRAFFIC FORECASTS Traffic forecasts were developed for year 2024 conditions, which represents one (1) year after opening. Theforecasts include information regarding area roadway changes, general background growth, and trip generation from the proposed development. Roadway Changes st Fairview Street is plannedto be extended to 21Avenue in 2022. Given the minimal activity along st 21Avenueand the redundant Commerce Drive connection, there is not expected to be a noticeable change in area travel patterns once Fairview Street is completed (assuming no other development). st Localized rerouting of existing traffic was completed to reflect this new roadway connection. 21 Avenue has also been identified to be extended to connect with Cedar Street. However, for purposes of this study, the extension was not assumed to be completed prior to 2024. Further discussion st regarding the possible extension of 21Avenue is provided later in this report. Background Growth To account for general background growth in the study area, an annual growth rate of 1.5 percent was applied to the existing traffic volumes to develop year 2024 background traffic forecasts. This growth rate is based on a combination of historical average daily traffic (ADT) volumes published by MnDOT and traffic forecasts identified within the Anoka County Transportation Plan. Trip Generation Given the proposed land use, the Institute of Transportation Engineers (ITE) does not have a sufficient amount of comparable data. Therefore, trip generation data for the proposed development provided by the project teamwas used. The data provided reflects the operational characteristics of the site, including employee vehicles, trucks, and van activity. As noted earlier,peak activity of the site is expected to occur between 10 a.m. and 11 a.m., with limited activity during traditional a.m. and p.m. peak hours which are 7:15 to 8:15 a.m. and 4:30 to 5:30 p.m., respectively. Table 4provide a summary of the existinga.m., midday (i.e., facility), and p.m. peak hour trip generation for the site, in addition to daily activity. The proposed developmentis expected to generate 10 a.m. peak hourtrips, 430 midday peak hourtrips, 120 p.m. peak hourtrips, and 1,935 daily trips. A detailed breakdown of the expected trip generation by time of day and vehicletypeis provided in the Appendix. Table 4 Trip Generation Summary Peak Hour Scenario Vehicle Land Use AMMiddayPMDaily Type InOutInOutInOut Vehicles4 4 2090 59591,200 141,000 SF Warehouse / Trucks1 1 1 1 1 1 45 Logistics Hub Vans0 0 0 2190 0 690 Total Site Trips 5 5 21022060601,935 Project BanjoTraffic StudyMarch 2, 2022 Page 9 Trip Distribution Trips generated were distributed throughout the study area based on the directional distribution shown inFigure 4, which was developed based on existing travel patterns, service area data provided the project team,and engineering judgement. The trip distribution also shows the site generated trips at each of the driveways serving the site. The resulting year2024 build condition traffic volumes are shown inFigure 5. YEAR 2024 BUILD CONDITIONS To understand impacts associated with the proposed development, year 2024 build conditions were evaluated using Synchro/SimTraffic Software (version 11). Results of the year 2024 intersection capacity analysis, shown in Table 5, indicates that all study intersections are expected to operate at an overall LOS C or betterduring the a.m., midday (10 to 11 a.m.), and p.m. peak hours. In addition, side- street approaches and/or driveways operateat LOS D or better during the peak hours. Peak queues are well within the existing turn lane storages provided. Therefore, no infrastructure changes within the study area are needed from an intersection capacity perspective. However, further discussion regarding potential improvements is provided later in this report. Analysis results showing the average delays and queue lengths is available upon request. Table 5 Year 2024 BuildIntersection Capacity Level of Service (Delay) Traffic Intersection MiddayPeak Control AMPeak HourPM Peak Hour Hour th 20Avenue / Main StreetSIGNALB (16 sec)B (11 sec)C (20sec) th 20Avenue / Commerce DriveSSSA / B (10 sec)A / B (10 sec)A / B (11 sec) th 20Avenue / Fairview StreetSSSA / B (11 sec)A / B (10 sec)A / B (12sec) th 20Avenue / Cedar StreetSSSA / B (10 sec)A / B (10 sec)A / B (11 sec) st 21Avenue / Main StreetSIGNALA (6 sec)A (7 sec)B (10sec) st 21Avenue / Commerce DriveSSSA / A (9 sec)A / B (10sec)A / B (10sec) st 21Avenue / North AccessSSSA / A (9 sec)A / B (11sec)A / B (10sec) st 21Avenue / Central AccessSSSA / A (9 sec)A / B (11sec)A / B (10sec) st 21Avenue / South AccessSSSA / A (1 sec)A / B (10sec)A / A (1 sec) st 21Avenue / Fairview StreetSSSA / A (9 sec)A / B (9 sec)A / A (9 sec) Main Street / I-35E West RampSIGNALA (8 sec)A (7 sec)A (8 sec) Main Street / I-35E East RampSIGNALB (10 sec)A (8 sec)B (11 sec) Fairview Steet / West Site AccessSSSA / A (1 sec)A / A (9 sec)A / A (1 sec) Fairview Steet / East Site AccessSSSA / A (1 sec)A / A (9 sec)A / A (1 sec) AWSC ‘ All-Way-Stop-Control SSS ‘ Side-Street-Stop 15% 5% 10% 10% ) ) 4 1 ( 5 ( \] \] 1 6 \[ 8 1 \[ 1 3 \[1\] (1) 1 ) ) 4 0 \] (0) 0 \[0 ( 5 ( \] \] 0 8 \[ 8 1 \[ 03 50% 3 \[184\] (54)0 \[2\] (0) (54) 3 \[4\] ) ) 6 )) )1 \[1\] (60 ( ( ) 00) (( \] 0\] 0 ( ( \]\]4 0 \] 50\] 8 2 \[ \[ \[ 5 0 1 \[ \[ 2 00 1 \[ \[1\] (0) 0 0 00 \] (6) 1 \[26 \[1\] (0) 0 (6) 1 \[2\] 46F 10% 0 \[0\] (0) 1 \[3\] (6) \] (0) 0 \[184 ) 0) 0 \[0\] () 0 6 ( ( \] \] 0 0 \[ 2 \[ Legend 01 Pwfsbmm!Ejsfdujpobm!Ejtusjcvujpo Maxar Directional Distribution Figure 4 Project Banjo Traffic Study ) ) 1 ) 7 )))70 8 7053 7 ( ( 6 3481 (((( \] \] \]\]\] \] 3 1534 3 8 338 5 7 1 \[ \[\[\[ \[ \[ 9) \[31\] (10 52 729 7 9 7 3 594\] (468) 262 \[20 6 \[89\] (225) 6115 1 570 \[256\] (329) 1 1 (146) 94 \[68\] (794) 878 \[450\] 425 \[377\] (766) 341 \[264\] (573) 40) \[85\] (1 21 \[21\] (58) 58 )) ) ) 3\] (590 299 \[199\] (390)450 \[26 05 8 252 \[241\] (238) 7 8 7 (( 31 \[26\] (29) 1 ( \] \]\] 8 22 7 43 \[ \[\[ 5 66 2 12 1 235 \[199\] (612) 4 ) ) ) 6 8 5 ) ) ( 1 5 9 6 ( ( ( 9 6 \] 6\] \] 1 1 5 6 ( \[ 2 2 \] \]6 \[ \[ 8 6 \[21\] (78) 4 52 4 18 9 55 \[ \[ 6 0) 397 \[256\] (68 7 5 6 3\] (11) 5 \[1 45 \[173\] (95) 1 (5) 5 \[5\] 16) \[10\] ( 5 3\] (622)) 491 \[29) ) 5 1 7 ( (27) 17 \[27\] 2 2 ( 1 ( ) ) \] \] \] 2 5 ( 6 6 5 7 \[ 2 8 2 \[ ( 1 \[ \] \] 9 5 4 5 6 \[ 2 3 1 \[ 7 5 5 1 ) ) 4 5 ( 5 ( \] \] 9 5 \[ 7 1 \[ 4 5 1 0) 0 \[0\] ( 0 \[0\] (0) ) ) 0 9 \] (0) 0 \[0 ( 0 2 ( !6 \] \] 4 2 \[ ) \[5\] (10 95 \[ ) ) 0\] (0) 50 \[ 7 1 5 6 1 7 (6) 5 \[18\] ( 1 0 \[9\] (5)( \] \] 1 \[2 7\] (11)8 7 \[ 9 1 \[ 09 )) 6 2 ( 7 2 ( \] \] 0 1 2 2 \[ 1 \[ ) ) 1 2 1 5 6 ( 1 1 ( !6 \]\] 46F 35 \[ \[ 15 ) ) 9 1 Future 0 2 ( 220\] (6) 0 \[ ( \] \] (0)) 5 \[0\] ) 1 5 5 6 \[ ( 1 1 1( \[ \] 6 \] 5 30 5 \[ 51 10\] (16) 21 \[ \[ 1 05 (10) 10 \[10\] Legend ) ) 6 7 !fb!pvs!pmvf 1 5 ( 2 ( jb!fb!pvs!pmvf \] \] 5 1 !fb!pvs!pmvf \[ 3 1 Ftujbuf!E!pmvf \[ 7 5 5 N 1 2024 Build Conditions Figure 5 Project BanjoTraffic StudyMarch 2, 2022 Page 12 POTENTIALCONSIDERATIONS In addition to intersection capacity, the following other considerations were identified. These items are not needed from a capacity perspective, but could help improve safety, reduce conflicts, and/or overall site efficiency. Further discussion with project stakeholders would be needed to determine if any of these should be incorporated as part of an area wide plan or in combination with other developmentin the area. 1)Signal Timing Optimization ‘ the capacity analysis does not indicate a need to retime any traffic signals within the study area. However, coordination with MnDOT should occur to review the analysis and study findings. stst 2)MainStreet/ 21Avenue (South Approach) ‘ with the projected increase in traffic along 21 st Avenue, the addition of a median along 21Avenue from Main Street for approximately 150 feet to the south should be considered. This would restrict the Mobil Gas Station and ADL Auto Repair & Service driveways to right-in/right-out, but also help reduce potential conflicts and queues from impacting Main Street and would generally improve traffic flowin this area. st 3)21Avenue (Main Street to Commerce Drive) ‘ this segment is currently a 2-lane undivided roadway, while the segment south of Commerce Drive is a 3-lane facility.The segmentbetween Main Street and Commerce Drive could be upgraded to a 3-lane facility to provide continuityand additional capacity to support remaining development opportunities in the area. th 4)Southbound Left-Turn Lanesalong 20Avenue ‘ the capacity analysis does not indicate a need th for southbound left-turn lanes along 20Avenue at Commerce Drive or Fairview Steet since most st site generated trips will use 21Avenue to access I-35E. However, coordination with Anoka County should occur to review the analysis and study findings. 5)Site Plan Improvements ‘ A preliminary review of the proposed site plan does not indicate any major issues. However, the following items should be considered: a.Locate signage and landscaping to avoid creating any sight distance issues. st b.Convert the South Access along 21Avenue to exit onlyto help reduce potential internal van st conflicts, while also reducing potential conflicts along 21Avenue with the adjacent Distribution Alternative, Inc. driveway. c.Coordinate with City staff to identify any multimodal (i.e., sidewalk or trail) improvements along st Fairview Street or 21Avenue adjacent to the site. st 6)On-Street Parking ‘ no on-street parking is expected to be needed along 21Avenue or Fairview Street, although corresponding Žno-parking signage could be added for reinforcement. ST 21AVENUE EXTENSION(TO CEDAR STREET) st As noted earlier, there has been discussion about the future extension of 21Avenue to connect with Cedar Street.A preliminary review of the existing traffic volumes along Cedar Street indicates that approximately 300 to 450 vehicles per day from the adjacent residential neighborhood may divert to st 21Avenue if this extension were implemented. Given the projected daily traffic volumes along st 21Avenue are approximately 3,750 vehicles per dayunder 2024 build conditionsand a planning level capacity of approximately of 8,000 to 10,000 vehicles per day (i.e., for a 2-lane urban facility), this extension is not expected to create any capacity issues. However, further discussion with area stakeholders should occur regarding mixing commercial and residential traffic, which would likely st occur if 21Avenue were extended. Project BanjoTraffic StudyMarch 2, 2022 Page 13 SUMMARY The following study conclusions and recommendationsareoffered for consideration. 1)All study intersections currently operate at an overall LOS B or better during the a.m., midday (10 to 11 a.m.), and p.m. peak hours. 2)Traffic forecasts were developed for year 2024 conditions (i.e., one (1) year after opening). a.An annual growth rate of oneand a half(1.5) percent was applied to the existing peak hour and daily traffic volumes to develop year 2024 background forecasts. b.The proposed development is expected to generate 10 a.m. peak hourtrips, 430 midday peak hourtrips, 120 p.m. peak hourtrips, and 1,935 daily trips. 3)Under year 2024 build conditions, all study intersections are expected to operate at an overall LOS C or better during the a.m., midday (10 to 11 a.m.), and p.m. peak hours; therefore, no infrastructure changes are needed from an intersection capacity perspective. 4)The following other considerations were identified for further discussion: a.Coordinatewith MnDOT to review the analysis and study findings and determine need for signal timing optimization. st b.Provide a median along 21Avenue from Main Street for approximately 150 feet to the south. st c.Upgrade 21Avenue between Main Street and Commerce Drive to a 3-lane facility. d.Coordinate with Anoka County to review the analysis and study findings and determine need th for southbound left-turn lanes along 20Avenue at Commerce Drive and Fairview Street. e.Locate signage and landscaping to avoid creating any sight distance issues. st f.Convert the South Access along 21Avenue to exit only. g.Coordinate with City staff to identify any multimodal (i.e., sidewalk or trail) improvements along st Fairview Street or 21Avenue adjacent to the site. stst 5)Extension of 21Avenue to Cedar Street would increase traffic volumes along 21Avenue by approximately 300 to 450 vehicles per day; this extension is not expected to create any capacity issues but further discussion with area stakeholders should occur regarding mixing commercial and residential traffic. APPENDIX ENTERSITECODEinENTERLOCATION2W4FSS AutosTrucksVansTotal TimeInOutTotalInOutTotalInOutTotalInOutTotal 00:00000123000123 01:0010201022130001041105 02:00000112000112 03:00000112000112 04:00000123000123 05:003303311200034135 06:00000213000213 07:00000011000011 07:30000000000000 08:00000000000000 08:30000101000101 09:0012001201120001211122 10:0020602060110216216206217423 11:0023023112012812824129153 12:0001021020000000102102 13:005905900000059059 14:000333300000003333 15:00000000000000 16:006006000000060060 16:300303010100013031 17:000303001100003131 17:30000000000000 18:000262611200012728 19:0005454213108010811055165 20:0001941941121900190191195386 21:0009696123460464798145 22:000383821300023941 23:00000112000112 Total6036031,2062121423443446889689681,936 1stShift:2:00AM12:30PM102Assoc. 2ndShift:6:00AM2:30PM33Assoc. 3rdShift:1:30PM10:00PM33Assoc. PFSDShift:2:00PM6:00PM26Assoc. RTSShift:12:00PM10:30PM5Assoc. Drivers:9:20AM9:00PM344Drivers 9ƭƷźƒğƷĻ ƚŅ ğƌǒĻ ğƓķ ğǣĻƭ 3/8/2022 PROPOSED DISTRIBUTION WAREHOUSE PARCEL ID#s 24-31-22-32-0002 &24-31-22-32-0003 Style of Building: 1 level Distribution Warehouse withAttached Canopy Quality of Building: Good EstimatedLand Use: 39.41AC (1,716,700SF) Estimated LandValue: $5,097,300 Estimated Improvement Value: $14,664,000 EstimatedTotal Value(Using 2022 rates): $19,761,300 Classification Rate: (Commercial) 1.5%-$1-$150,000, 2.00% above$150,000 EstimatedTotalTaxes(Using proposed2022 tax rates): $681,118.41 www RevieRevieRevie landland e e etc. y thethe Cit ofof to streets, DeterminationDeterminationDeterminationDetermination priceprice const. deposit infrastructur infrastructur SACSACSACSAC Council thethe during adjacent Met escrow sewerwater withwith for rr CouncilCouncilCouncilCouncil site citycity from review to Engineer/Planner/AttorneyEngineer/Planner/AttorneyEngineer/Planner/Attorney MetMetMetMet includedincluded deposit forforfor majormajor due contractocontracto charge withwithwithwith areare forfor engineer perper EscrowsEscrowsEscrowsVerifyVerifyVerifyVerifyDirectPaysPaysCostsCosts2"2"Waived $0.00 $5,000.00 DepositNotesDeposit $20,000.00 $10,000.00For $20,000.00Damage Escrow $0.00$0.00$0.00 $250.00$500.00$100.00$850.00$25,000.00$940.00$360.00 $1,670.00 $2,970.00$30,000.00 $93,519.72$500.00$14,750.00$61,250.00$90,262.50 $62,125.00$57,500.00$46,250.00$90,262.50 $143,876.49$573,353.71$55,500.00 $252,146.21$500.00$227,125.00 FeesEscrowFees 25 0.574.850.94 18.8525.20 $7,361.49 $136,515.00 $29,500,000.00 Valuationrr Cost TotalSiteSiteREUREUsREUsREUs 11 1Site1mete1mete1Site 252525 PermitValuation 41.50Acres 300.00$450,000.00300.00$2,400,000.00300.00$450,000.00200.00$26,200,000.00 BuildingBuilding Valuation/SFofof 65% rr 0.05% Imperv.875,000 SiteSiteSiteREUREUREUREUN/AREUN/ASFacremetemetesite $1,000 EAPerSF/REU 1,500SF8,000SF1,500SF$4.791,5002,6508,0001,6501,5001,600$0.00 $0.07per $1,850per$8,100per$8,000per$2,175per $2,485per$2,300per 131,000SF 142,000SF 131,0006,950$940.00per$360.00per $250.00per$250.00per$250.00per $7,361.49$1,670.00per 2/17/2022 $143,876.49 $29,500,000.00 SF s t Fee foo Calculation: s Review Million (REU) r r $.07/sq. s $1 Plan @ s EscrowUnit SeweWate Summary w Fee over and Fee Escrow Calculation: ands Fee Calculation: Charge rEscro Fee Permit and Fee Value Fee Fee Site $1Million Fees ChargeCharge t Escrows Permit e in Review Area Permit ToFees Charges Mete Banjo Pla Equivalency Fees Dedication and REUs Valuation and Up Review Building Permit RoomRoom Way r Control $1,000BenefitBenefit Fees Water Planning Surcharg BuildingUtilityPark of Misc. REUs PlatFee Fees Dedication Dedication Review (MCES)(City) PlanEscrow per MeteIrrigation CentervilleProject ItemProperty OfficeCafeteriaWorkoutWarehouse/Industrial TotalPlanning SitePreliminaryFinal TotalBuilding BaseFeeSubtotalPlanState TotalResidential OfficeCafeteriaWorkoutWarehouseTotal RoundedUtility SACSACWACLateralLateralStorm TotalPark Park TotalMisc 2"2"ErosionRightProfessionalSite TotalTotals CENTENNIAL 2 East Road FIRE DISTRICT Circle Pines, MN 55014 H ONOR•P RIDE•I NTEGRITY•P ROFESSIONALISM Thursday, March 31, 2022 ATT: Mark Statz City Administrator City of Centerville RE: Project Banjo I performed a review of the documents provided for the Project Banjo industrial building th proposal on 20Ave and Fairview Street in Centerville. The questions/concerns/comments that the Centennial Fire Districthave that are mentioned below are based on the preliminary drawings dated 03/04/2022: Address Identification o MSFC 505.1 – New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Each number shall not be less than 4” high with a minimum stroke width of ½” Access Road Widthand Parking Lot o MSFC 503.2.3. - The area will need to support the imposed loads of the fire apparatuses o MSFC 503.2.1 – Dimensions – Fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section MSFC503.6. o Will the parking lots be labeled (Lot A, Lot B, Lot C, Lot D, Lot E)? SprinklerSystemper NFPA 13 and MSFC 903 o Sprinkler system shall abide by NFPA 13and MSFC Section 903 o Location of Sprinkler Riser Room(s)? o Location of Sprinkler FDC(s)? Can’t identify on the preliminary drawings FDC’s are to be the standard 2-1/2” connections to accommodate fire department apparatuses o Will the south large canopy section be sprinklered? Building Access and Knox Boxes o What type of access will be utilized at the building? Key Card/Fob Access/Numerical Key Pads? o Roof Access Location(s)? o Based on the building size, Centennial Fire District is requiring (3) Knox Boxes One on the West, South and East sides of the building o Swing Gate Access for Fire Department? Key Pad or Key Fob? Traffic Increase thst o Any concerns fromthecityin regards to the increased traffic on 20and 21due to the industrialbuilding? Occupancy Class o BusinessOccupancyfor the 10,492 sq/ft o S-1 Moderate Storage Occupancy forthe130,865sq/ft warehouse S-1 was chosen instead of S-2 due to the assumption of massquantities of cardboard boxes being utilized within the facility Hydrant Locations Around Building and Parking Lot o 10 Hydrants totalperplans? o Flowrequirementsto abide byMSFCTable 507.3 and NFPA 13 Building Doors Labeled o Due to the size of the industrial building, the Centennial FireDistrict is requesting thatallexteriordoorsto be labeled or numberedforeaseofidentification Example:Door1, Door 2, etc. RackStorage o Rack storage isto comply withNFPA standards forstorage Fire Lanesand Turning Radius o Fire Lanes shall beestablished at all main entrancesand coordinated with the Fire Marshal o Turningradiusshallbeaminimumof45ftto accommodate CentennialFire District apparatuses oncul-de-sacs and parking lots o Whatis the“Rescue Vehicle Area”going to be utilizedfor on page C304? Vehicles and Parking of Vehicles o Will there be anyLP-gastank vehicles, LP-gas-fueled vehicles or anylithium battery powered vehiclesutilized currently orin the nearfuture? o Will there be any batterycharging stations for employee/visitor vehicles? If there are any questions or commentsin regards to the information above, please contact me to discuss. Sincerely, Jake Pfeffer Fire Inspector Centennial Fire District 2 East Road, Circle Pines, MN 55014 jacob.pfeffer@centennialfire.org Office – 651-352-7905 Mobile – 612-352-8146 March 31, 2022 Ryan Companies c/o Dan Mueller Gerald Rehbein 533 South Third Street PO Box 368 Suite 100 Minneapolis, MN 55415 Hugo, MN 55038 Also sent via email to: Dan.Mueller@RyanCompanies.comglrehbein@gmail.com Dear Mr. Mueller and Mr. Rehbein: This letter contains review comments from the City Administrator and City Engineer pertaining to the documents outlined in the Completeness Review Letter, dated March 23, 2022. Site Plan st 1.The city encourages the change of the southernmost access point on 21 Avenue th to be a site exit, only. This may encourage the use of 20 Avenue for return trips by delivery vans. 2.It is not clear as to whether the jersey barriers in the van staging area are permanent or not. Permanent barriers would be preferred to maintain a neat and orderly site. 3.Snow storage areas should be indicated on the site plan. With a paved area this large, snow storage will be a concern. The city will expect that snow plowing operations on site do not damage fences or light poles, which degrades the appearance of the site. 4.The removal of the pole building in the northeast portion of the site is shown on the plans. It should be noted that the removal of this building is a requirement of the development. The curb-cut for this building should be removed and standard curb re-poured in its place. 5.It is not clear as to whether the southern parking lot will have gated entrances or not. Please clarify. Plat and Easements 1.The city would encourage the developer to plat the area to the northeast of the st creek as a separate lot, as it appears there is some buildable land along 21 Avenue, near Commerce Drive. It does not appear that the proposed development makes use of this area in any way. The city has limited available industrial and commercial land, so seeing this area go to waste, would be unfortunate. 2.Additional drainage and utility easements may be required around stormwater ponds and/or floodplain mitigation areas. The Rice Creek Watershed District will have details on this. 3.Additional drainage and utility easement will be required to ensure that the water and sewer mains in the southwest corner of the site is accessible. A 20-foot wide easement centered on all mains should be shown on the plat. Where such an easement would intersect other existing or proposed easements, it may be cut off in lieu of those. 4.Additional drainage and utility easements may be needed to cover the public st watermain which will be installed with this development (along 21 Ave.), where the main is outside of the right-of-way or within 10 feet of the back side of the right-of-way. 5.In the far northeast corner of the plat, a 10’x10’ right triangle of right-of-way st should be added to the west side of the 21 Ave. right-of-way dedication to accommodate snow storage, utilities and other right-of-way needs behind the back of the curb. With the currently proposed right-of-way, the existing curb appears to be at or near the right-of-way in the southwest corner of the intersection. 6.The parcel which is recorded under the Torrens System will need to be converted to Abstract property and combined with the other parcels to form one lot. This is required so that the narrow, unbuildable parcel does not end up as a tax forfeited property. We understand that the length of time needed to accomplish this may make it impossible to record the plat necessary for development in a timeframe which enables the project to move forward. We are open to discussions on how to keep the project on track, but assure that this action is eventually completed. 7.Anoka County should be contacted to determine if there are additional right-of- th way needs or access restrictions along County Road 54 (20 Ave.). 8.The city attorney will be consulted as to whether or not existing easements which underly the proposed rights-of-way will need to be vacated. Vacation of easements requires a public hearing. Floodplain 1.Much of the development appears to be in Zone AE (100-yr flood plain), on the Flood Insurance Rate Map (FIRM). Our review of these documents assumes that all areas which are to be developed or graded will comply with the city’s Flood Plain Ordinances or will be removed from the Flood Plain via Letters of Map Amendment or Revision (LOMA or LOMR). 2.The driveway servicing the truck docks on the west side of the building appears to potentially impact the “Floodway”. If this is the case, it may need to be moved or modeling may be necessary to certify a no-rise outcome from the impact. 3.The Rice Creek Watershed District may also have floodplain regulations which must be followed. These regulations may include compensatory floodplain storage. 4.Proof of the Federal Emergency Management’s approval of all LOMAs/LOMRs shall be required prior to the full release of development securities. Stormwater/Wetlands/Erosion Control/Grading 1.Stormwater ponds on site will be owned and maintained by the property owner. However, the city is obligated, under its NPDES MS4 Permit to ensure these BMPs are properly managed. We are also required to have a written agreement for maintenance with the property owner. You will need to work with our city attorney to draft such an agreement. 2.The storm sewer outlet to the creek should be turned at an angle to be less disruptive to the flow of the creek. Rather than the two flow paths meeting at a right angle, something at 45 degrees or flatter would be more appropriate. 3.All requirements of the Rice Creek Watershed District shall be met with regard to Stormwater quality, rate and quantity. These requirements align with or are more stringent than the requirements of the city’s obligations under its NPDES MS4 Permit. 4.The Rice Creek Watershed District is the Local Governing Unit (LGU) for the Wetland Conservation Act (WCA). 5.Stormwater Access Charges will apply at a rate of $0.07/sf of new impervious area. 6.Retaining walls over 4 feet in height require engineer-signed drawings. 7.A Stormwater Polution Prevention Plan (SWPPP) shall be submitted. a.During construction, dust mitigation measures must be employed. b.Clearwater Creek is a highly sensitive water course and special care shall be taken to protect it from turbid discharges from the site. Sewer and Water st 1.The water main along the west side of 21 Avenue should connect to the north/east end of the water main recently installed in Fairview Street. The current plans do not seem to make this connection. st 2.The jurisdictional status of Clearwater Creek at 21 Avenue should be researched. Depending on which agency regulates this watercourse, a permit may be necessary to bore the watermain underneath it. 3.All watermain shall be PVC, C-900. All fittings shall be epoxy coated, Ductile Iron Pipe, with Cor-Blue or Stainless Steel T-Bolts. 4.The City Engineer’s Association of MN’s Standard Specifications should be used on all sewer, water and stormwater infrastructure, whether public or private. st Avenue should connect to the water 5.The water main along the west side of 21 main stub, coming from the north, at Commerce Drive. The current plans seem to st indicate the need to excavate in the pavement section of 21 Ave., however, based on the information from the record plan, below, this should not be necessary. 6.Water and Sewer Access Charges will apply based on a Met Council “SAC Determination” letter. Parks and Trails 1.Several potential trail segments are shown in red (right). The blue line on the figure below is a future trail to be constructed st on the east side of 21 Ave. by Lino Lakes. The stars represent retail locations, south of Main Street that might be more easily accessible with the red and blue segments constructed, especially for neighborhoods in the south part of the city. The th safety of crossings at 20 Avenue and Fairview and/or th 20 Avenue and Commerce Drive would need to be considered along with the safety issues associated with these trail segments crossing industrial driveways and parking lot entrances. 2.Park Dedication Fees will apply. Traffic/Roadways 1.A traffic study is required to determine if area roadways can accommodate the traffic produced by the development. A draft study has been submitted and reviewed by area road authorities. These authorities have given feedback as to additional information that should be factored into the study and other various items which the study should examine. Once a revised study is available, we will be able to give more comments on this issue. 2.If there are structural changes to area roads needed to mitigate traffic impacts, the costs of those shall be borne by the developer. The city, however, may find that proposed structural changes have adverse effects on access to property that are unacceptable. This finding may render the development untenable. The city is ready to work with the developer and surrounding agencies to find solutions to traffic impacts which do not adversely affect land use. 3.The Draft Study’s conclusions that there are no significant impacts to area intersection performance is largely based on the timing of incoming and outgoing trips to the facility. The study and project narrative suggest that these trips do not occur during peak traffic hours. Therefore, the Conditional Use Permit (CUP) should include provisions which restrict the amount of outgoing and incoming vehicle trips during peak AM and PM traffic hours to ensure future changes to business practices and/or tenants continue with this same mode of operation. Lighting 1.All fixtures shall be downcast type and may require shielding on sides facing residential areas (west-facing). Newer LED fixtures produce a whiter light and even with downcast fixtures and lumen levels at the edges of the property within accepted norms, the city has received complaints from neighbors. The property owner will be required to abate these nuisances. General 1.We do not see any on-site fueling stations. If there are such facilities, we would want detailed information on them for review by the fire marshal, city engineer and building inspector. 2.A developer’s agreement will be required, outlining time of performance, and securities among other issues. Securities will be required to cover 150% of the cost of the public trails and utilities being installed as part of the project. Due to the size of this development, additional securities may be required to ensure the city has the available resources to stabilize the site and abate any nuisance conditions and mitigate any environmental impacts, should the developer abandon the project at any point in its construction. The developer will also be responsible to reimburse the city for costs related to inspection of the work contemplated in the developer’s agreement. 3.Comments from the City’s Public Works Department, Public Safety Officials, City Planner and other agencies will need to be addressed. 4.We reserve the right to provide further comments upon resubmittal of the revised documents. Sincerely, Mark R. Statz, PE City Administrator/City Engineer cc: Paul Palzer – Public Works Director Teresa Bender – City Clerk Athanasia Lewis – Assist. City Administrator Kurt Glaser – BBKG - City Attorney Phil Carlson – Stantec – City Planner E53.ONYAWHGIHETATSRETNI.S.U NNIILLFFOOYYTTIICC SSEEKKAALLOO TTSS1122 EEUUNNEEEVVAAAA LINO 300+HOMESIN DETAVIRP( ).R 6 1 5 1 4 1 13 9 0 1 1 1 2 1 8 7 6 5 1 2 3 CBOKP 4 SEKALONNIILFOYTIC HT02 .SEUNEVA BTOLLTTUUOO 45. 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I. CALL TO ORDER The meeting was called to order at 6:30 p.m. 1.Roll Call Present: Acting Chairperson Nick Twohy Chairperson Linda Broussard-Vickers (via Zoom) Commissioner David Kubat Commissioner Les Kuiper Commissioner Darrell (DJ) Olson, Jr. Commissioner Richard Nelson Absent: Commissioner Jon Krueger Staff: City Administrator, Mark Statz Assistant City Administrator, Athanasia Lewis Council Liaison, Russ Koski City Planner, Phil Carlson (via Zoom) City Attorney, Kurt Glaser (via Zoom) II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA Motion by Commissioner Kubat, seconded by Commissioner Kuiper to Approve the Agenda as presented. All in favor. Motion carried. IV. PUBLIC HEARINGS (6:30 PM or shortly thereafter) 1.Site Plan Review & CUP Consideration – Max Storage Enterprises, Inc. & Farrell Properties, 2010 Fairview Street (Continued) City Administrator Statz stated the public hearing on this item is still open from the previous meeting. He stated that the Commission could use this time to ask the applicants any clarifying questions they may have. Commissioner Kubat stated he would like to know if the applicants have seen the request from City Planner Carlson to add additional lighting on both the north and south ends of the property and if they are able to accommodate it. Page 1 of 4 City of Centerville Planning and Zoning Commission March 1, 2022 Mr. Lee, Max Storage Enterprises, Inc., addressed the Commission. He stated the Project Manager, Mr. Eli Ripnow, was not present this evening but noted he was sure they can accommodate the request for additional lighting. Commissioner Kubat asked if they know where the trash will be located yet. He stated he suggests they have it inside or enclosed if possible. Mr. Chad Anderson, Max Storage Enterprises, Inc., addressed the Commission. He stated they plan to have the trash in an enclosed location that will be hidden from the outside. He noted that they were uncertain if it was a necessity Motion by Commissioner Kubat, seconded by Commissioner Olson to close the public hearing at 6:40 p.m. All in favor. Motion carried. V. AWARDS, PRESENTATIONS & APPEARANCES 1.None VI. OLD BUSINESS 1.Site Plan Review & CUP Consideration – Max Storage Enterprises, Inc. & Farrell Properties, 2010 Fairview Street (Continued) City Administrator Statz introduced this item and noted the changes to the site plan presented. Commissioner Kubat stated he is wondering if there is a reason that there appears to be some language that is restated within the conditions regarding the uses allowed in the site plan. Chairperson Broussard-Vickers asked for clarification on Conditions #2 and #3 of the CUP. City Planner Carlson explained the purpose of Conditions #2 and #3 and noted they can clarify the wording to make it clearer. He noted they can tighten up the wording and it can state something that states how the property owners will notify the City of any changes in use by tenants. Chairperson Broussard-Vickers asked if they could have contact information on hand for tenants so they can reach them in the case of an emergency. City Administrator Statz stated they could ask for that information. He noted they do not require that from the other storage facility in the City currently. Because this facility will be allowing different uses on the property, it would not be a bad idea to have that information on hand in the case they need to reach them. Motion by Commissioner Nelson, seconded by Commissioner Olson to recommend approval of a Conditional Use Permit and Site Plan for Max Storage Enterprises, Inc. (Mini Storage) with additions and changes noted by City Staff to Conditions #2, #3, and #8. All in favor. Motion carried. Page 2 of 4 City of Centerville Planning and Zoning Commission March 1, 2022 2.Centra Homes Site Plan Review – Block 7 City Administrator Statz introduced this item. Ms. Carla Dunham, Centra Homes, addressed the Commission and provided an overview of the Site Plan. Ms. Dunham stated they are proposing two (2) different color schemes and would like the Commission’s input on their preference. She noted they have provided a list of other developments in Centerville with the same mixture of siding they plan to use on this project so they can see how it looks on finished homes. Acting Chairperson Twohy stated he really likes the way these will look but does not have a preference on color. It was the consensus of the Commission to recommend Option #1 for the color scheme. Motion by Commissioner Kubat, seconded by Commissioner Olson to recommend approval of Option 1. All in favor. Motion carried. VII. NEW BUSINESS 1.Site Plan Review – 2050/2070 Main Street City Administrator Statz introduce this item and reviewed the site plan. City Planner Carlson noted he would like to make a change to the proposed fencing and they would like to see the decorative fencing extended another 100 feet beyond the gates. Ms. Jennifer Haskamp, Swanson/Haskamp Consulting, addressed the Commission. She noted it was their understanding upon discussions in November, that the purpose of fencing would be to conceal the yard from the trail along the road. She stated they found that their previous proposal to extend the decorative fencing 30ft suffices to conceal the yard from the trail. She stated it does not appear the plans they have reflect the additional 30ft which wrap the fencing around the corners and stated that is an oversight on their part which they are happy to correct. City Administrator Statz stated he feels the cost to extend the fencing 100 feet is something the developer can most likely find in the budget if they are already planning to extend it an additional 30 feet. Acting Chairperson Twohy stated this type of fencing is not cheap and if it cannot be seen he does not think they should require it be done. Ms. Haskamp stated there is a large cost difference between 30 feet to 100 feet but if they want more of the decorative fencing they could discuss going up to 50 feet or something along those lines if the Commission was in agreeance. Page 3 of 4 City of Centerville Planning and Zoning Commission March 1, 2022 City Administrator Statz stated if it is listed in the CUP that the yard needs to be concealed from the trail then they can always ask the applicants to add additional fencing if needed later. Motion by Commissioner Kuiper, seconded by Kubat to recommend approval of the Site Plan as submitted for Shingle Creek Capital LLC, with the condition that all requirements of the City Engineer be followed. All in favor. Motion carried. VIII. APPROVAL OF MINUTES 1.February 1, 2022 Planning & Zoning Commission Meeting Minutes Motion by Commissioner Olson, seconded by Commissioner Nelson to approve the Planning & Zoning Commission meeting minutes of February 1, 2022. All others in favor. Motion carried. IX. Announcements and Updates 1.Council Member Liaison Council Liaison stated the ice fishing event and contest was great and thanked the Lions club and the volunteers for their hard work. 2.Administrator’s Report City Administrator Statz stated they are in need of a few volunteers for Fete Des Lacs; specifically they are looking for a parade coordinator and a 5K Run Coordinator. He noted there is also a vacancy on the Parks and Recreation Committee if anyone knows someone interested in applying. He provided a brief update on the City projects and their current progress. He noted they are anticipating an application to come through on Friday from an online retailer looking to build a fulfillment center on the 40 acres of land to the north of the Max Storage facility. He noted due to the complexities that can come with a project of this size, they would not set it for a public hearing right away, but instead will have it before the Commission prior to that. X. ADJOURNMENT Motion by Commissioner Kubat, seconded by Commissioner Kuiper to adjourn the meeting at 8:04 p.m. All in favor. Motion carried. Page 4 of 4 Administrator/Engineer’s Report March 23, 2022 PARKS AND RECREATION Park Board Vacancy The Parks and Recreation Committee has a vacancy. To apply, please submit an application by completing an online form: click here or stop in to city hall to obtain an application. Volunteers Needed – Fete des Lacs The Fete des Lacs Committee is looking for volunteers to take on the roles of Parade Coordinator and 5K/8K Run Coordinator (two separate positions). Call City Hall if interested 651-429-3232. Skate Park The Parks and Recreation Committee continues to look for the public’s input on the existing Wheels Skate Park at Laurie LaMotte Memorial Park. The facility is nearing the end of its useful life and there are important decisions regarding its future that need to be made and taken into consideration (i.e. complete some major maintenance on the existing equipment, buy new modular ramps, rails and the like) or make a major investment in a poured concrete facility? Send us your thoughts at info@centervillemn.com. Staff has received word from the MN Amateur Sports Commission that they are currently evaluating their Skate Park Grant Program. It is our understanding that there is still available funding leftover from the 2021 program and that additional funding may be available as well. Staff has signed up to receive updates about this grant program. 2021SKATEPARKGRANTPROGRAM InformationandGuidelines Trees in Eagle Park The thinning of tree has been completed at Eagle Park. The contractor has stated that they will be back to ensure that the stumps are at least 2” or less from the ground when snow melts. LaMotte Park Ballfield Repairs The ag-lime has been received at LaMotte Park ballfield and will be spread by Staff as time/weather conditions allow. P.W. Staff has drafted a contract and waiting for insurance from the contractor for services to repair the backstop at LaMotte. Lions Donation for Park Signage The Tracie McBride Park monument marker was shored up last fall and is scheduled to receive sanding and staining this summer with the assistance of the Seasonal Staff. Materials were paid, in part with funds from the Lions Club. ADMINISTRATION Strategic Plan – 2022-2023 Following Council’s Retreat, Facilitator Susan Love, compiled Council’s draft Strategic Plan, which is included in Council’s packet for Work Session discussion. The Plan includes Council’s discussion/direction, staff reporting and associated goals.The retreat was very well appreciated and effective, Council has reported. Recent Ordinance Amendments Home Occupation – Auto Repair A letter outlining the revised ordinacne was forwarded to a resident who, in the past, has been presumed to have been operating an auto repair business from the home. Staff is aware that, at this time, the individual is employed elsewhere and we have received no recent complaints. Another resident, presumed to have been operating, has moved from the City prior to adoption of the new code. Meeting and City Hall Schedule April 5 , 2022, 6:30 p.m. - Planning & Zoning Commission meeting (Zoom capabilities – see website calendar) April 6, 2022, 6:30 p.m. – Parks & Recreation Committee meeting (Zoom capabilities – see website calendar) April 13, 2022 6:30 p.m. City Council Meeting April 20, 2022, 2022 6:30 p.m. – Economic Development Authority ECONOMIC DEVELOPMENT Quad Area Chamber of Commerce nd Townhall & Listening Session – March 22 & April 12 – 6-7 pm Centennial Library (Rep. Donald Raleigh) th Senior Wellness Day & Expo – May 19 – 10 – 2 St. Genevieve’s Business Expos o Centerville Fete des Lacs – July 12-17 o Lino Lakes Blue Heron Days – August 18, 19, 20 o Lexington Fall Fest – September Speed Networking Event The Quad Area Chamber hosted a speed networking event at St. Mark’s Church in Circle Pines and there were approximately twenty (20) people who attended. Representatives of businesses from Centerville, Lino Lakes, and Forest Lake attended. A few of the businesses that were represented include Hampton Inn & Suites, Express Employment Services, the Department of Corrections, Marketeers, and Toast Masters (Lino Lakes). This was a successful event! Look for future events like this on a quarterly basis. Beyond the Yellow Ribbon City staff and the Quad Area Chamber met to discuss ways to enhance veterans programs for Centerville residents. There were a lot of ideas generated, and a follow-up discussion will take place in the next couple of weeks. Anoka County Regional Economic Development (ACRED) While there is no formal update from ACRED, the EDA talked about their role at the PGA/3M open in July. The EDA discussed inviting people who are interested in locating in Centerville. Economic Development Authority (EDA) The EDA approved their 2022-2024 EDA Strategic Plan, outlining their goals for the next three years. EDA goals are to: Guide Redevelopment Spur New Development Increase Business Engagement Market & Promote Centerville The EDA also discussed their involvement with Parks & Rec. in their Halloween Trunk or Treat event and explored ideas for holiday decorations this year. Hugo Business Association (HBA) Hugo Area Business Association - HBA held their monthly meeting on March 7th. They talked about their upcoming Egg Hunt on April 9th at Hanifl Fields from, 9am-10:30am, and also from 12:00pm- 1:30pm. This is a hugely popular event. COMMUNITY DEVELOPMENT Block 7 Property (Downtown) – “Sorel Quarter” Centra Homes and city staff met on March 18 to discuss the county’s request for additional right-of-way along the west side of Centerville Road. The developer will be having their engineers and landscape architects review the impacts of this request. We believe that both the city and developer can accommodate the additional width, making for a better future condition, when the road needs change. The updated drawings will be submitted along with application for Final Plat at an upcoming City Council meeting. Centerville Elementary School Expansion Progress continues. The work will be complete this summer and ready for students in the fall. stnd Old Mill Estates 1 and 2 Additions A Letter of Credit reduction was granted at the last City Council meeting. The city still retains more than $80,000 in a letter of credit as well as a 2-year warranty bond on the public improvements. The City is in discussion with the homeowner near the cul-de-sac on Old Mill Court, exploring alternative routes for the trail. The city will continue to hold security for the completion of the trail until this process plays out and the trail link is completed. Staff recently re-engaged with a contractor who provided the lowest preliminary estimate for the work and will firm up a quote from them to see if the project is feasible within the homeowner’s budget. th Centerville Storage (20Ave. Mini Storage) A few items remain to be completed prior to allowing the facility to be opened, including some fence work. The developer has been actively engaging with city and fire department staff and is nearing completion. Bay View Villas (Waterworks Site) The vast majority of the project work is now done. Some lakeshore plantings and final landscaping items remain. Mailboxes are now in and the pond has been dredged to final grade. Atlas Villas Memory Care Project (1825 Main Street) The developer advised that they are completing interior finishes in about 3 weeks and opening for business around June 1st. Rehbein Commercial Infrastructure work is now, largely complete, with the sewer, water and stormwater having been installed. The street (Michaud Way) has been constructed up through the base course of asphalt. The wearing course will be installed next year if there are no settlements or other issues. The contractor is working through punch list items and will be completing the trail and sidewalks next year. Kwik Trip Staff has been working with Kwik Trip’s staff to get securities and other agreements in place. The owner has communicated that construction could begin by mid-summer, 2022. Norbella Senior Living Norbella has now broken ground on the site, installing utilities and excavating for the foundation and parking lot. Work will continue within the building through the winter and the facility will open to residents by early September. Peterson Shores The developer has signed necessary agreements and is authorized to file the plat. Rehbein Industrial Work on the extension of Fairview Street has been completed, up through the gravel base of the road, including sewer, water and stormwater utilities. Curb and paving will follow in the Spring. Sutton Transport The site has been graded and is ready for construction, once agreements are finalized. Sutton’s builder has submitted plans for review by the city’s building department. 2050/2070 Main Street – American Building Supply The site plan for American Building Supply was approved by the City Council at their last meeting. The developer was closing on the property at the time this report went to print. The contractor intends to begin construction on the site and in the building, almost immediately. Max Storage (Fairview Street) The City Council approved the proposed development consisting of 2 buildings, each with 8 for-lease units which would include a large overhead door, and enough space (50’ x 26’) to house equipment for small contractors working in the trades. The heated units would also be available for rental to store personal items, such as RVs, boats and other large equipment. The next step will be to record the Conditional Use Permit and wait for a building permit submittal from the builder. Project Banjo The city is in receipt of zoning applications for a 141,000 square feet fulfillment center for a large online retailer. The facility would include a large covered loading area for delivery vans and may employ as many as 543 people. The project would be located on the 40 acres of land thst between 20 and 21 Avenues, north of Fairview Street. Staff is reviewing their application and will be presenting preliminary information to the Planning Commission on April 5, 2022. A formal public hearing is anticipated for May 3, 2022 at 6:30 PM. Development Inquiries Developer looking at City-owned 1737 Main Street CODE ENFORCEMENT General Temporary Signs Front yard parking and storage of materials COMMUNITY ENGAGEMENT Web Site Social Media Administrator’s Report uploaded Center Stage Meeting Agendas Committee Agendas/Packets uploaded Public Hearings Reader Board Meeting Schedules Community Email List Administrator’s Report Community Events Meeting Agendas FINANCE American Rescue Plan (ARP) The City Council reviewed information from the Finance Director regarding the eligibility of certain expenses and the opportunity to recover lost revenue. The US Treasury has now finalized their guidance on lost revenue, which provides a flat amount for recovery by each city, which is well above Centerville’s allotment. If funds are allocated for lost revenue, they must simply be spent on general government expenses. Council has not made formal commitments yet. Annual Audit The city’s Auditors will be engaging with city staff and elected official next week to complete our annual audit. This process ensures the city’s policies and procedures are up to date with current laws and best practices. STORMWATER/WETLAND City staff, partner agencies and consultants worked together to submit over 115 separate documents to the Minnesota Pollution Control Agency (MPCA) on Friday, March 11, ahead of our random audit of our NPDES MS4 permit; the permit that authorizes cities to operate stormwater systems. Our meeting with MPCA staff will be on April 12, 2022 and will consist of a 3-hour review of our submittal. SEWER AND WATER Commercial Water Connection Fee Assistance As part of the city’s ongoing effort to help businesses through the pandemic, a new program was introduced, cutting connection fees for city water in half, for commercial properties. If you own a commercial property in Centerville that is not currently hooked to city water, and are interested in learning more, please call City Hall. The program is offered for a limited time only and is subject to conditions. The city sent information on this program to a business that owns two commercial buildings. Wellhead Protection Plan Staff has been working to secure bids on the well sealing for which a grant was obtained. The Minnesota Department of Health has requested a meeting to kick-off the implementation of the city’s Part-2 Wellhead Protection Plan, in early April.