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HomeMy WebLinkAboutResolution 7207 ^WAI- CITY OF ORONO O RESOLUTION OF THEE CITY COUNCIL y� G4' NO. 7207 `ikESHOI'h. A RESOLUTION APPROVING THE GENERAL CONCEPT PLAN,AND GRANTING PRELIMINARY PLAT,ZONE CHANGE APPROVAL FOR PROPERTY LOCATED AT 2060 WAYZATA BLVD WEST -FILE NO.LA21-000042 WHEREAS, CBS MN Properties, a Minnesota limited liability company(hereinafter the "Developer") is owner of the property located at 2060 Wayzata Blvd West within the City of Orono (hereinafter the "City")and legally described as follows: Lots 1-6,Block 1,Amber Woods Office Center(hereinafter the"Property");and WHEREAS, the Developer has requested General Concept Plan, Zone Change, and Preliminary Plat Approval for development of the Property. Proposed is a rezoning from B-6 PUD, Highway Commercial to RPUD Residential Planned Unit Development District for construction of a 48- unit market rate apartment building;and WHEREAS,on May 19,2021 the Developer filed a complete formal application with the City for rezoning, concept plan and preliminary plat approval for a 48 unit market rate apartment building on the Property; and WHEREAS,after due published and mailed notice in accordance with Minnesota Statutes 462.358 et. seq. and the City of Orono Zoning and Subdivision Codes, the Orono Planning Commission held a public hearing for the application and reviewed it on June 21,2021,at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, the Planning Commission information, published for the June 21, 2021 meeting, including staff report and exhibits,is incorporated by reference; and WHEREAS,the Planning Commission on June 21,2021 recommended on a vote of 7-0 that the Council approve the rezoning to RPUD Residential Planned Unit Development District; grant general concept plan, and preliminary plat approval subject to a number of conditions and recommendations; and WHEREAS, the Orono City Council reviewed the sketch plan for the Property in April 2021, and has reviewed the formal applications at its regular meeting on July 12,2021;and WHEREAS,the Orono City Council reviewed the project for height calculation on July 26,2021; and 1 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL �� 4. NO. 7207 t�kESHOILC‘' WHEREAS, the City Council hereby makes the following findings in regard to this application for RPUD General Concept Plan,Preliminary Plat approval,and rezoning: FINDINGS A. Rezoning from B-6 PUD to RPUD 1. This application was reviewed as Zoning File#LA21-000042. 2. The Property is currently zoned B-6 PUD and was originally developed as an office use. The Property contains approximately 2.48 acres. The Comprehensive Plan guides the property as high density residential(20-25 units per acre). 3. The property has sat vacant for many years;the city recognizes that there is not a market, nor is one likely,for office uses on the subject parcel. 4. The city desires to identify additional areas appropriate for high density residential within the community. This site was deemed appropriate for high density residential given the adjacent Orono Woods senior housing project,the high traffic Wayzata Boulevard,and the presence of municipal utilities. 5. The Property is located within the Metropolitan Urban Service Area (MUSA) and is intended to be developed using municipal sewer and water, a requirement of the RPUD zoning district. 7. Because the property is guided in the Comprehensive Plan for higher density residential, the property should be rezoned consistent with the intended and guided use. The most appropriate zoning for the intended use is RPUD, Residential Planned Unit Development District. 8. The property contains approximately 2.48 acres. The property meets the lot size requirements of Zoning Code Section 78-626 (1) for rezoning to RPUD because the property is located in an area where the proposed development provides a transition between commercial area and residential areas. 9. Rezoning the property to RPUD Residential Planned Unit Development is appropriate based on the higher density residential nature of the development, which meets the following general purposes of the RPUD District: a) incorporates flexibility in land development and redevelopment in order to utilize new techniques of building design, construction and land development; 2 % .cLONp CITY OF ORONO RESOLUTION OF THE CITY COUNCIL yF NO. 7207 gxES ti OQ`c‘' b) provides lifecycle housing with the potential to meet affordable and moderate cost housing needs; c) incorporates energy conservation through the clustering of buildings and land uses; d) preserves desirable site characteristics and open space; e) provides design compatible with surrounding land uses, including both existing and planned; f) results in a sensitive development in the transitional area located between a high capacity roadway and the high density housing to the east; and g) yields development which is consistent with the Comprehensive Plan guiding for higher density than the typical urban and rural residential development in Orono. 10. Conformity with Zoning District Standards. In relation to the RPUD standards, there are specific guidelines for development in Zoning Code Section 78-626(7), including Setbacks, Height limitations, and outside storage limitations. However, the concept of a planned unit development process is to allow flexibility in design. Section 78-626 (16) provides for flexibility in RPUD standards,as follows: (16) Flexibility. The uniqueness of each RPUD requires that specifications and standards for streets, utilities, public facilities and subdivisions may be subject to modification from the city ordinances ordinarily governing them. The city council may therefore approve streets, utilities, public facilities and land subdivisions which are not in compliance with usual specifications or ordinance requirements, if it finds that strict adherence to such standards or requirements is not required to meet the intent of this section or to protect the health,safety or welfare of the residents of the RPUD,the surrounding area or the city as a whole. This proposed development concept requires flexibility from the RPUD district lot standards for attached dwelling units. The table below identifies specific standards which require flexibility,which the City Council finds acceptable: Section Standard Conforming? 1 (1) Minimum area: 5 acres or The property to be platted is 2.48 acres. certain exceptions... The Council finds that the project conforms to the exception under C: The property is located in an area where the proposed development provides a transition between a commercial or industrial area and an existing residential area or on an 3 p CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y� NO. 7 207 L likESHoV-t" intermediate or principal arterial as defined in the comprehensive plan. 2 Uses. Multifamily residential uses are permitted. 3 Sewer availability Yes. 4 Density. Each development in the The Comprehensive Plan guides the RPUD district shall have a density property high density residential,20-25 within the range specified in the units per acre. Including the day care comprehensive plan for the specific center,density comes in at 18.23 units per site. acre,(48 units over 2.63 acres)which is lower than the 20 units per acre required by the Comprehensive Plan. A Comprehensive Plan amendment will be required. _ 5 Incentives. The city may utilize None requested. incentives to encourage the construction of projects which are consistent with the city's housing goals. 6 Floor Ratio,up to 1.0 Calculated at 0.69(79,125 sq ft of floor area/ 114,562 sq ft of gross land). 7a Setbacks. Setbacks are 50' to The plans reflect a setback of 82 feet from Wayzata Blvd,35' to the rear and the front property line,36 feet from the side, the side. Drive lanes 20' from and 35 feet from the rear property line. It exterior property lines. should be noted that these setbacks are measured from the district boundary,the building itself will be developed on its own lot,established just outside the building footprint. 7b Height,stories,roof style The ordinance requires a residential character by incorporating pitched or hipped roof;the proposal is for a flat roof The Council did not have a concern with the flat roof proposed at sketch plan because of the commercial nature of the street, and a desire to minimize massing impact to the street. The Council requires modifications so that 4 414, Lt CITY OF ORONO RESOLUTION OF THE CITY COUNCIL AI� NO. 7207 <1 s O the building is no higher than 30 feet in defined height.For purposes of establishing the existing ground level,the Council agrees to use 1022,the highest existing grade prior to development of the site. 7c Outside storage No. None proposed. 11 10%Private Recreational Area The floor plans show areas labeled (Active and/or Passive) "amenity"on the 2nd and 3'floor,and a 750 sq ft amenity deck on the third floor. 10 percent of the project is 10,800 sq ft. The site conforms. 12 Common Ownership Conforming. Association documents required. 13 Signage Signage located on the building and free standing,details not yet developed. 14 Landscaping Landscaping plans provided,appear to be conforming. 15 Architectural Standards Elevations provided. 16 Flexibility from standards Requested: Hardcover 17 Traffic Studies Not suggested. 18 Building Permits Expected. 19 General regulations applicability Expected. 20 Lighting Lighting plans provided. 21 Trails Sidewalks and public walks proposed. B. Environmental Considerations; Site Planning&Amenities;Transportation; 11. Landscaping.The preliminary landscaping plan will be evaluated for compliance with the very detailed RPUD landscaping requirements. The preliminary landscape plans appear to conform to the RPUD standards. 12. Building Height. For purposes of establishing building height, the Council agrees to use 1022 as the Highest Adjacent Grade. The top of the cornice of the flat roofed building shall not be more than 30 feet above this elevation. 13. Hardcover. By virtue of the RPUD zoning,per 78-1701(4)(a)the property is assigned to Hardcover Protection Tier 4,which allows up to 50%hardcover of the gross lot area. The proposed hardcover is 60%,due in part to the need for parking to support the 48 units and 5 �pNp CITY OF ORONO RESOLUTION OF THE CITY COUNCIL 7207 NO. <4, ES the existing day care center, and need for onsite circulation. The Council finds flexibility is appropriate given the high intensity uses surround the property (Wayzata Blvd to the south,Senior Housing to the east,and a gas station to the west.)If the parcel was not zoned RPUD,there would be no hardcover limitation due to the site distance from lakes. 14. Easements Required. Standard perimeter drainage and utility easements around all property boundaries will be required. Additional easement or property may be requested by Hennepin County to permit expansion of the stormwater pond east of the site, for Hennepin Council retention and treatment needs. 15. Trail. Connection to the trail along Wayzata Blvd is required. 16. 10% Private Park RPUD Requirement. The private recreation area of '10% of the platted property' required under the RPUD standards will be satisfied via various amenities proposed by the applicant,including dog run,roof top deck,community room,and exercise room. 17. Stormwater Management. Stormwater management is proposed to be provided by the existing stormwater pond area east of the site. The stormwater facilities will be subject to standard drainage easements. In addition to the City of Orono, the Minnehaha Creek Watershed District have approval authority over the applicants' stormwater management plan. Final stormwater plans will be subject to the recommendations and approval of the City Engineer. 18. The applicant has provided General Concept Plans and Preliminary Plat Drawings attached to this Resolution as Exhibits A-1 through A-19 including: Plans prepared by Loucks and Associates: Al —Preliminary Plat dated 5-19-21 A2—Existing Conditions Plan Sheet C1-1—dated 6-14-21 A3—Demolition Plan Sheet C1-2—dated 6-14-21 A4—Site Plan Sheet C2-1—dated 6-14-21 A5—Grading and Drainage Plan Sheet C3-1—dated 6-14-21 A6—SWPPP Sheet C3-2—dated 6-14-21 A7—SWPPP Notes Sheet C3-3—dated 6-14-21 A8—Utility Plan Sheet C4-1—dated 6-14-21 A9—Detail Sheets Sheet C8-1—dated 6-14-21 Al0—Landscape Plan Sheet L1-1—dated 6-14-21 All —Landscape Details Sheet L2-1—dated 6-14-21 Plans prepared by Mohegan Hanson,Architect: Al2—Title Sheet All —Sheet A200—Floor Plan Lower Level dated 6-19-21 6 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7207 44"ESHOv-I" Al2—Sheet A201 —Floor Plan—Level 1 dated 6-19-21 A13—Sheet A202— 13`Floor Plan dated 6-19-21 A14—Sheet A203—2'Floor Plan dated 6-19-21 A15—Sheet A400—Unit Plans dated 6-19-21 A16—Sheet A300 Exterior Building Elevations—6-19-21 A17—Sheet A300A—Renderings A l8—Lighting Plan A 19—Patio relocation sketch dated 7-6-21 Council finds that the plans submitted are generally sufficient to indicate the intent of the developer and the potential impacts of the project. 19. City Engineer Comments. General Development Plans and Final Plat approvals will be reviewed for conformity City standards. 20. The City Council finds that the development of this property must set a high standard for the quality, character, context and compatibility of development desired by the City for high density development in Orono. The Council finds that the proposed rezoning and development of the property for is appropriate, will not have negative impacts on the surrounding properties when all approval conditions are met. CONCLUSIONS, ORDER AND CONDITIONS NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Orono hereby approves the General Concept Plan, Zone Change, and Preliminary Plat for development of the property at 2060 Wayzata Blvd West shall be approved, subject to the following declarations and conditions: A. Conditions. 1) Metropolitan Council shall approve Comprehensive Plan Amendment allowing for a reduction in guided density below 20 units per acre. 2) Developer shall provide a final Master Development Plan for the development that conforms to all standards of the RPUD district except as modified herein,and shall demonstrate to the satisfaction of the City Council that all RPUD standards have been met and shall demonstrate where such standards have not been met,and shall satisfy the City Council that non-compliance with said standards is remedied in a manner acceptable to the Council. 7 AWN- CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y� NO. 7207 L `ikESHOQ`� 3) Building design and floorplans shall be generally consistent with the examples included in the attached Exhibit A-11 thru A15. 4) Flexibility shall being granted for the building roof design and hardcover as noted in the Findings section above. 5) Applicant to confirm with SHPO that there are no archaeological sites within the property. 6) The Developer shall install stormwater management facilities generally as shown on the various attached plans. Developer shall provide suitable evidence of Minnehaha Creek Watershed District (MCWD) approval of the stormwater management plan before Development Plan and Final Plat Approval will be granted. The Developer shall provide sufficient drainage and utility easements as necessary to allow for future City maintenance access for stormwater management facilities. 7) Grading,Erosion Control a) Erosion control shall adhere to"Best Management Practices for Protecting Water Quality in Urban Areas" and to the approved SWPPP. All erosion controls as required by the City and the MCWD shall be in place prior to commencing excavation on the site. All such erosion control measures shall be maintained in working order until the site is revegetated. b) The construction limits shall be clearly marked with adequate fencing to prevent any construction damage or disturbance of any trees and vegetation outside of the construction limits area. 8)City Engineer and Fire Department approval. a) Proposed plans shall be provided to the City for final review and approval with the Final Plan set. The Public Works Department, Fire Department and any other pertinent reviewing agencies shall review and approve all utility improvements.Final sanitary sewer and watermain plans shall be provided and are subject to approval by the Public Works Department and City Engineer. b) Any additional plans and specifications deemed necessary by the City as review progresses. 8 ‘ Ofv-p CITY OF ORONO RESOLUTION OF THE CITY COUNCIL • NO. 7207 L e4KESKOv-f 9)Additional conditions recommended by the Planning Commission and confirmed by the City Council: a.)The building shall be no higher than 30 feet,defined height. b.)To reduce the noise and activity, the private patio in the NE corner of the site shall be relocated to an area not adjacent to single family residential. c.) A fence should be added to provide additional security for the residential neighborhood to the north,Sugarwoods. B. Platting Process. Applicant shall complete all requirements for Final Plat Approval as follows. The following list of final submittals must be submitted to the City at least weeks prior to the regularly scheduled Council meeting on the second and fourth Mondays of the month. These submittals are as follows: 1). Record plat drawings in the form of two(2)mylar copies(one copy for the City's records and one for filing with Hennepin County)and one(1)copy reduced to 11"x 17". Drawing to include: A. Dedication of"drainage and utility easements" 10'along exterior property lines and 5'along the interior property lines. B. Naming of plat. 2). Legal documents required: A. Title opinion addressed to the City or a title insurance policy in favor of the City. All owners, mortgage holders or others with property interest indicated therein shall sign the plat and all other documents affected by such interest. B. The applicant must provide certified copies of all recorded easements currently affecting the property. D. Signed Developers Agreement and Financial Guarantee for construction of improvements. 3). Final plat application fee to be paid. 4). Development Agreement. Development Approval is contingent upon the successful execution of a Development Agreement between the applicant and the City. Such Agreement shall address all specific City requirements for the development. 5). Financial Guarantee. The Development Agreement shall include a financial guarantee by the applicant to ensure the completion of site improvements. The City 9 CITY OF ORONO I RESOLUTION OF THE CITY COUNCIL NO. 7207 e G `gKESHO Engineer shall review an estimate of improvement costs provided by the applicant, including but not limited to stormwater management, landscaping, grading, erosion control, utilities, driveways and parking areas, trails, sidewalks, and retaining walls, and the applicant shall provide to the City a financial guarantee of 125%of the improvement costs. This financial guarantee may be in the form of the Letter of Credit or cash. 6). Fees required: Development of the property is subject to the various fees. Below is a summary of the fees, collectible in full at the time of approval of the final plat. The fees below, based on the 2021 fee schedule,will be recalculated at the time of Final Plat: Sewer Connection Charge: $5,380/unit x 48 units=$258,240.00 Water Connection Charge: $4,370/unit x 48 units=$209,760.00 Stormwater& Drainage Trunk Fee: Residential>4 units/acre: $8,490/ac x 2.48 acres=$21,055.00 A SAC fee imposed by the Metropolitan Council will be due upon issuance of the building permit. C. This General Concept Plan and Preliminary Plat approval is based upon the known issues that may affect this project, but this approval does not limit the City from revising or amending these conditions as the review process continues. D. This General Concept Plan Approval resolution approves the development concept subject to the applicant meeting the requirements of this resolution and all other requirements of the City. This resolution does not permit construction of the project illustrated in Exhibit A. Such approval shall only be considered when the City Council approves the Master Plan and the Final Plan,after finding that all"Conditions for Development Plan Approval"as identified herein have been met. Adopted by the Orono City Council on this 9th day of August,2021. aii7a___ATTEST: UK9E02201 Dennis Walsh,Mayor Anna Carlson,City Clerk 10 i Resolution No. 7207 SURVEY LEGENDI QrJ CATCH BASIN O SANITARY MANHOLE Side 5 feet HYDRANT I>4 GATE VALVE j 1 I GUY WIRE 0 POST INDICATOR VALVE 0 POWER POLE OT TELEPHONE MANHOLE FT TELEPHONE PEDESTAL x 972.5 SPOT ELEVATION CC CURB CUT TC TOP OF CURB TNH TOP NUT HYDRANT TR TREE (GENERAL) A r1 / / l -7 N. Line Of Block 1, AMBER WOODS OFFICE CENTRE 9° _ 8A �6 x 707 A 1 0 .E L N, g 00 S88018'06 "E 390. /0 1024 �x x x 883° 2� 1W S� ° Resolution Exhibit A IF V S88 °00'00 "E 174.00 /\ 0 �0"I 0 x x x,r\ x •, , � I I 1014 4888 Ln / 'O rn N � p o Side 5 feet Rear 35 feet 1 e joo8 T j 1 I RIM=996.63 N88 °00'00 "W 82 00 Z N . I O \N ►. 01 ► L l � l / l\i / \ I O %\ I oft tip-- _'0 / ►o ^ 014 V O \ 1016 IWA 8 ©� � 1 � -J \ 1 jai Q i i N5 >11 STORM SEWER >- SANITARY SEWER -------I-- MAPPED WATERMAIN OH- OVERHEAD UTILITY CONCRETE CURB RETAINING WALL CONCRETE CONTOUR DECIDUOUS TREE C+ E 1021.25 V ° -0011W N72° 33.25 T 00 /.fo 1 Z85 > SMH \ RIM=101 2 INV=100 .68 Drainage & Utility Easement I Over All Of Lot 3 ON�o v 6' o N87°4/'00"W 200.00 OH Y 0 E •, , � I I 1014 BENCHM K TNH=1 1.82 \ I , rn N � p o Side 5 feet Rear 35 feet I I e joo8 T j 1 I RIM=996.63 N88 °00'00 "W 82 00 I r I i ^ I F < i /1 /` i 11 �1005� -1004- ,/ � / �v " SI86F5 - L l � l / l\i / \ I O _89 I oft tip-- _'0 / OH V O \ TEL 0 1012 \ JI �. Y g co a �, o G 6`1 s� RIM=1006.01 _o RIM=1001.44 RIM=1001.3 TOP= 1002.9 INV -96.09 W .01 \ 1001-1000 �» j / V=100 36 `-1001- V 1 - - 1000-.- I r r . \. .i i- i i , i v �� . RIM4-99193/ Y' d i $0 NV=988.78 E I V - i I 10 \ r- Drainage & I Easement Over I / V All Of Lot 3 I / I I I SMH CB RIM= 100911 / 0 E N BENCHM K TNH=1 1.82 c D gILLI Side 5 feet Rear 35 feet V=10 e joo8 T j 1 I RIM=996.63 N88 °00'00 "W 82 00 41 �1005� -1004- ,/ INV=991.75 " SI86F5 - N O O _89 I oft tip-- _'0 / OH 0 2.41 NW O _ - - �T TEL 0 \ ELE SMH Y -1001.91 IN = co a �, o G 6`1 s� RIM=1006.01 _o RIM=1001.44 RIM=1001.3 TOP= 1002.9 INV -96.09 W .01 \ 1001-1000 �» j / V=100 36 `-1001- - 1000-.- I r r . \. .i i- i i , i v �� . RIM4-99193/ (:b//ory\ d i =1007.46 INV=993.53 INV- 0351 S , \ BENCHM K TNH=1 1.82 \ \ \/=993.00 Side 5 feet Rear 35 feet V=10 e joo8 T j 1 I RIM=996.63 N88 °00'00 "W 82 00 1006- -j �1005� -1004- ,/ INV=991.75 " SI86F5 - °1001 _89 I oft tip-- _'0 / OH 0 2.41 NW Y _ - - �T TEL \ ELE SMH Y -1001.91 IN = co a �, o G 6`1 s� RIM=1006.01 _o RIM=1001.44 RIM=1001.3 TOP= 1002.9 INV -96.09 W .01 �» j / V=100 36 RIM11 9.46 ii INVq 3,26 W V r lA �Y Z- lA t lA �i I r r . \. .i i- i i , i v �� . RIM4-99193/ (:b//ory\ IM=1009 INV $0 NV=988.78 E cc >� RIM=999.97 INV=995.57�,SW IN V=991.63 IN -V= -99 57 SE R11 =1t190&7& Proposed Parking Setbacks: 1 I CB IM _ 6. MINI \/=993.00 Side 5 feet Rear 35 feet -99 \ SMI j 1 I RIM=996.63 SBI=y0039�/O/-�O�CJ2n�1007- 1006- -j �1005� -1004- ,/ INV=991.75 " SI86F5 - °1001 _89 I oft tip-- _'0 / OH p _ - - �T TEL _ -�-- ELE SMH �1��� _998- TEL -1001.91 IN = G INV / < ° A. RIM=1001.44 RIM=1001.3 TOP= 1002.9 INV -96.09 W .01 �» 9 INV=995.3 ll ?/ngi48f1�491Y� r RIM11 9.46 ii INVq 3,26 W V r lA �Y Z- lA t lA �i I r r . \. .i i- i i , i v �� . RIM4-99193/ NV=989.18 W NV=988.78 E >> - 1 1 \ � 9 >- - ° \ X998-RIM=99&.4 ° 7997= 1y984.68- \ i _ -996- a / X995 •994 i -g93- -N- 0 30 60 SCALE IN FEET LEGAL DESCRIPTION Lots 1 through 6, Block 1, AMBER WOODS OFFICE CENTRE, Hennepin County, Minnesota. GENERAL NOTES SURVEYOR: OWNER/DEVELOPER: Loucks CBS MN Properties, LLC 7200 Hemlock Lane, Suite 300 PO Box 575 Maple Grove, MN 55330 Long Lake, MN 55356 763-424-5505 1. Prepared May 19, 2021. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 2060 Wayzata Blvd. W., Orono, Minnesota 55356. 3. The bearings for this survey are based on the plat of AMBER WOODS OFICE CENTRE. 4. Benchmark: MnDOT 2713 AG - in Long Lake, in the sidewalk in the NW corner of C.R. 146 Bridge No. 27273 over T.H. 12 and the Railroad, 0.2 , mile south along Brown Road from the junction of T.H. 912 and C.R. 146, 25.0 feet west of C.R. 146, 300.0 feet south of City Hall, 3.0 feet east of the NE corner of the NW pillar with a light pole, 3.0 feet west of a curb, 0.2 Foot north of an expansion joint. Elevation = 997.40 feet (NGVD 29) Site Benchmark: Top nut of hydrant located approx. 125 feet east of entrance from Wayzata Blvd. W. and 125 feet north of Wayzata Blvd. W., as shown hereon. Elevation = 1011.82 feet (NGVD 29) 5. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053C0302F, Community Panel No. 270178 0302 F, effective date of November 4, 2016. 6. The field work was completed on March 24, 2021. ZONING INFORMATION Current Zoning: B-6 PUD (Highway Commercial) Current Building Setbacks: Front 30 feet West Side 10 feet East Side 35 feet Rear 35 feet Current Parking Setback: Front 15 feet West Side 5 feet East Side 10 feet Rear 10 feet Proposed Zoning: RPUD (Residential Planned Unit Development) Proposed Building Setbacks: Proposed Parking Setbacks: Front 30 feet Front 15 feet Side 35 feet Side 5 feet Rear 35 feet Rear 10 feet SITE DATA= Areas: Proposed Lot 1 Area Proposed Lot 2 Area Proposed Lot 3 Area Total Property Area 6,242 +/- square feet or 0.14 +/- acres = 32,221 +/- square feet or 0.74 +/- acres = 76,300 +/- square feet or 1.75 +/- acres = 114,763 +/- square feet or 2.63 +/- acres . LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05/19/21 CITY SUBMITTAL I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Max L. Stanislowski - PLS License No. 48988 Date 05/19/21 Loucks Project No. 19-7676 Project Lead MLS Drawn By SFM Checked By MLS Field Crew CMS � i l l l \J l 00 N N O N 0 100 0 CL L J ,� ke-solution No. 7207 ME M A r S880/8'06"E 390./o N �F 3 C RIM=999 97 — ,\ INV=995 57 NE,SW �L INV=991 63 S Ix INV=991 37 SE / 99O — —gg9/ EXISTING CONDITIONS GENERAL NOTES 1. THE INFORMATION SHOWN ON THIS EXISTING CONDITIONS PLAN WAS PREPARED FROM AN PARTIAL BOUNDARY SURVEY PREPARED BY LOUCKS & PREVIOUS CONSTRUCTION PLANS (AMBER WOODS). UTILITY INFORMATION SHOWN ON THIS PLAN, SUCH AS SANITARY SEWER, WATERMAIN, STORM SEWER, FORCEMAIN, ETC. WAS PROVIDED BY THE CITY OF ORONO RECORD PLANS. 2. WE HAVE SHOWN BURIED STRUCTURES AND UTILITIES ON AND/OR SERVING THE SITE TO THE BEST OF OUR ABILITY, SUBJECT TO THE FOLLOWING RESTRICTIONS: A. UTILITY OPERATORS DO NOT CONSISTENTLY RESPOND TO LOCATE REQUESTS THROUGH THE GOPHER STATE ONE CALL SERVICE FOR BOUNDARY AND LOCATION PURPOSES SUCH AS THIS. B. THOSE UTILITY OPERATORS THAT DO RESPOND, OFTEN WILL NOT LOCATE SERVICES FROM THE MAIN LINE TO THE CUSTOMER'S STRUCTURE OR FACILITY - THEY CONSIDER THOSE SEGMENTS PRIVATE INSTALLATIONS THAT ARE OUTSIDE OF THEIR JURISDICTION. IF A PRIVATE SERVICE TO AN ADJOINER'S SITE CROSSES THIS SITE OR A SERVICE TO THIS SITE CROSSES AN ADJOINER, IT MAY NOT BE LOCATED SINCE MOST OPERATORS WILL NOT MARK SUCH "PRIVATE" SERVICES. C. SNOW AND ICE CONDITIONS DURING WINTER MONTHS MAY OBSCURE OTHERWISE VISIBLE EVIDENCE OF A BURIED STRUCTURE OR UTILITY. D. MAPS PROVIDED BY UTILITY OPERATORS, EITHER ALONG WITH A FIELD LOCATION OR IN LIEU OF SUCH A LOCATION, ARE VERY OFTEN INACCURATE OR INCONCLUSIVE. MAPS PROVIDED BY UTILITY OPERATORS ARE VERY OFTEN AT A VERY SMALL SCALE, OR NO SCALE. E. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THE SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 651-454-0002. F. UTILITY INFORMATION SHOWN ON THIS PLAN, SUCH AS NATURAL GAS, ELECTRIC LINES, TELEPHONE LINES, FIBEROPTIC LINES, CABLE TELEVISION LINES, UNDERGROUND PIPELINES, ETC. WAS SUPPLIED OR LOCATED BY GOPHER STATE ONE CALL. SURVEY LEGEND 19767 VV Q ® V » STORM SEWER V SANITARY MANHOLE V SANITARY SEWER V V -------I------- MAPPED WATERMAIN N GATE VALVE 4H RIM=999 97 — ,\ INV=995 57 NE,SW �L INV=991 63 S Ix INV=991 37 SE / 99O — —gg9/ EXISTING CONDITIONS GENERAL NOTES 1. THE INFORMATION SHOWN ON THIS EXISTING CONDITIONS PLAN WAS PREPARED FROM AN PARTIAL BOUNDARY SURVEY PREPARED BY LOUCKS & PREVIOUS CONSTRUCTION PLANS (AMBER WOODS). UTILITY INFORMATION SHOWN ON THIS PLAN, SUCH AS SANITARY SEWER, WATERMAIN, STORM SEWER, FORCEMAIN, ETC. WAS PROVIDED BY THE CITY OF ORONO RECORD PLANS. 2. WE HAVE SHOWN BURIED STRUCTURES AND UTILITIES ON AND/OR SERVING THE SITE TO THE BEST OF OUR ABILITY, SUBJECT TO THE FOLLOWING RESTRICTIONS: A. UTILITY OPERATORS DO NOT CONSISTENTLY RESPOND TO LOCATE REQUESTS THROUGH THE GOPHER STATE ONE CALL SERVICE FOR BOUNDARY AND LOCATION PURPOSES SUCH AS THIS. B. THOSE UTILITY OPERATORS THAT DO RESPOND, OFTEN WILL NOT LOCATE SERVICES FROM THE MAIN LINE TO THE CUSTOMER'S STRUCTURE OR FACILITY - THEY CONSIDER THOSE SEGMENTS PRIVATE INSTALLATIONS THAT ARE OUTSIDE OF THEIR JURISDICTION. IF A PRIVATE SERVICE TO AN ADJOINER'S SITE CROSSES THIS SITE OR A SERVICE TO THIS SITE CROSSES AN ADJOINER, IT MAY NOT BE LOCATED SINCE MOST OPERATORS WILL NOT MARK SUCH "PRIVATE" SERVICES. C. SNOW AND ICE CONDITIONS DURING WINTER MONTHS MAY OBSCURE OTHERWISE VISIBLE EVIDENCE OF A BURIED STRUCTURE OR UTILITY. D. MAPS PROVIDED BY UTILITY OPERATORS, EITHER ALONG WITH A FIELD LOCATION OR IN LIEU OF SUCH A LOCATION, ARE VERY OFTEN INACCURATE OR INCONCLUSIVE. MAPS PROVIDED BY UTILITY OPERATORS ARE VERY OFTEN AT A VERY SMALL SCALE, OR NO SCALE. E. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THE SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 651-454-0002. F. UTILITY INFORMATION SHOWN ON THIS PLAN, SUCH AS NATURAL GAS, ELECTRIC LINES, TELEPHONE LINES, FIBEROPTIC LINES, CABLE TELEVISION LINES, UNDERGROUND PIPELINES, ETC. WAS SUPPLIED OR LOCATED BY GOPHER STATE ONE CALL. SURVEY LEGEND 19767 Project Lead Q ® CATCH BASIN » STORM SEWER O SANITARY MANHOLE > SANITARY SEWER V HYDRANT -------I------- MAPPED WATERMAIN N GATE VALVE 4H OVERHEAD UTILITY f GUY WIRE CONCRETE CURB 0 POWER POLE RETAINING WALL O TELEPHONE MANHOLE CONCRETE ❑ TELEPHONE PEDESTAL `9�2� CONTOUR x 972 5 SPOT ELEVATION CC CURB CUTt DECIDUOUS TREE TC TOP OF CURB TNH TOP NUT HYDRANT TR TREE (GENERAL) CALL BEFORE YOU DIG! % Gopher State One Call TWIN CITY AREA: 651-454-0002 �m TOLL FREE: 1-800-252-1166 0 20 40 SCALE IN FEET .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE License No. 19624 Date 06-14-21 Loucks Project No. 19767 Project Lead JAS Drawn By TRG Checked By VMA Review Date 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS IRt�ohftion No -:7207 I I I T L L lJ l CL ME EL E FI C- --- > A REMOVE EXISTING -� STORM SEWER \ I \ & STRUCTURE, TYP. VV V V V V V V t,� a d ° cB RIM= 913 W V= 854 e — )> a NE.SW S SE EL - SITE DEMOLITION SPECIFICATIONS 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 5. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 7. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 8. ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL SIGNS, MAILBOXES, ETC. 10. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 DEMOLITION LEGEND: REMOVE EXISTING BUILDING REMOVE EXISTING BITUMINOUS PAVING x x x x x x x x x x x x REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING UTILITIES REMOVE EXISTING MANHOLES, POWER 0 POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. xREMOVE EXISTING TREES -N- 0 20 40 SCALE IN FEET .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE License No. 19624 Date 06-14-21 Loucks Project No. 19767 Project Lead JAS Drawn By TRG Checked By VMA Review Date 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Re,spltttiQn No. 7,207 SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL EX. RETAINING WALL EX. PLAY AREA PROPOSED JURISDICTION REQUIREMENTS. EX. RETAINING WALL 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA RETAINING WALLS STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. �BSd �eSd lBSd �eSd lBSd lBSd'101.1�eSd lBSd ��s�f ,a�� -�_ . ��� 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5 CL0 N CL a O > EL - 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. SITE DATA CURRENT ZONING: B-6 PUD PROPOSED ZONING:13-6 PUD PROPERTY AREA: 2.63 +/- AC VV 1.62 AC V 1.85 AC PROPOSED IMPERVIOUS AREA: V TRGChecked V By VMA V Review Date 06-14-21 O > EL - 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. SITE DATA CURRENT ZONING: B-6 PUD PROPOSED ZONING:13-6 PUD PROPERTY AREA: 2.63 +/- AC DISTURBED AREA: 1.62 AC EXISTING IMPERVIOUS AREA: 1.85 AC PROPOSED IMPERVIOUS AREA: 1.60 AC TOTAL PARKING: 62 SURFACE STALLS PROVIDED INCLUDING 2 HC STALLS 66 UNDERGROUND STALLS PROVIDED INCLUDING 2 HC STALLS ■ ■LOUCKS PLANNING CIVIL ENGINEERING GENERAL NOTES LAND SURVEYING LANDSCAPE ARCHITECTURE 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO ENVIRONMENTAL COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 7200 Hemlock Lane, Suite 300 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND Maple Grove, MN 55369 TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE 763.424.5505 CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE www.loucksinc.com PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL " " " " BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY CADD files prepared by the Consultant for this project are ly OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT witrumentcttoth of the Consultant professional iless all notor used with respect to this project. These CADD files shall not be used WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE revisions,additions, or deletions to these CADD files shall be CONTRACTORS SAFETY MEASURES IN OR NEAR THE CONSTRUCTION SITE. made atonsandthe full thatpsk of rtyshallholhat party making rmlessandiins,additions � or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND SUBMITTAUREVISIONS SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE 05-19-21 CITY SUBMITTAL DETAIL SHEET(S) OF THE PROJECT PLANS. 06-14-21 CITY COMMENTS 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. 11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING I preparereby d by ime orfy under myan, direct specification orreport and that prepared by me or under my direct supervision and that RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED 11/30/16. Jeffrey A. Shopek - PE License No. 19624 13.SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3 Date 06-14-21 FEET SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY. 14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITY Loucks Project No. 19767 COMPACTION METHOD. Project Lead JAS Drawn By TRGChecked 15.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT By VMA 2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION SHALL BE BY THE ORDINARY Review Date 06-14-21 COMPACTION METHOD. C3-3 SWPP NOTES & DETAILS 16.CONCRETE CURB & GUTTER SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2531. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS EVERY 200 FEET AT ALL FIXED C1-1 EXISTING CONDITIONS PLAN OBJECTS. CONTRACTIONS JOINTS EVERY 10 FEET. C1-2 DEMOLITION PLAN C2-1 SITE PLAN 17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2521. CURING SHALL BE BY C3-1 GRADING & DRAINAGE PLAN THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIVES OBJECTS. CONTRACTION JLINTS C3-2 SWPP PLAN EVERY 5 FEET. C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN 18. WORKING HOURS ARE 7 AM - 7 PM (MONDAY - FRIDAY) AND 9 AM - 7 PM ( SATURDAY.) A 48 HOUR C8-1 DETAIL SHEETS NOTICE IS REQUIRED FOR SATURDAY WORK. L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 19.THE CONTRACTOR MUST HAVE A CITY LICENSE. 20.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED TO WORKING WITHIN CITY ROW. PAVEMENT TYPES � 4 4 CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT REMOVE & REPLACE PARKING LOT -N- 0 20 40 SCALE IN FEET r� M N O N 0 100 0 CL Resolution No. 7207 a GRADING & DRAINAGE NOTES SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE 1017.25 TW1018.0 TW SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT 1017.0 GW 1017.1 GW 1018.5 TW PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE 1017.1 GW PLANS. ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE -UNLESS NOTED OTHERWISE. 1017.75 TW 1017.5 GW 016.5 1017.25 TW 1017.0 GW 1017.75 TW 1017.5 GW 1017.25 TW 1012.0 GW C 50TW 000.6 GW a� d .',e GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOPSOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.16.61753.100), DATED 12/08/16 AS PREPARED BY NORTHERN TECHNOLOGIES INC. FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 11. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE STREETS NEED TO BE SWEPT. 12. THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 13. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 14. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED. 15. GRADES SHOWN ARE FINISHED GRADES. 16. FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. 17. UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. 18. WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY -SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. 19. THE CONTRACTOR MUST HAVE A CITY LICENSE. 20. A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW. 21. TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450, AS MANUFACTURED BY PROPEX GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. 22. STRUCTURAL RETAINING WALL, FENCING AND HANDRAIL DESIGN BY OTHERS. REFER TO ARCHITECTURAL PLANS. 23. REGIONAL POND AND STORM SEWER EAST OF THE SITE MUST BE REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TO ANY WORK, AND ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT ADDED TO THE POND OR SEWER DUE TO SITE CONSTRUCTION. CITY TO BE GIVEN 48 HOURS NOTICE BEFORE REVIEW IS WANTED. 24. RECORD DRAWINGS MUST BE SUBMITTED TO THE CITY AT THE COMPLETION OF THE PROJECT. CALL BEFORE YOU DIG! Gopher State One Call 1/ TWIN CITY AREA: 651-454-0002 'N TOLL FREE: 1-800-252-1166 \A/A UAI IAI/-. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. -N- 0 20 40 SCALE IN FEET .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE License No. 19624 Date 06-14-21 Loucks Project No. 19767 VV JAS V TRG Checked By V Review Date V C4-1 UTILITY PLAN V DETAIL SHEETS 1_1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 50TW 000.6 GW a� d .',e GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOPSOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.16.61753.100), DATED 12/08/16 AS PREPARED BY NORTHERN TECHNOLOGIES INC. FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 11. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE STREETS NEED TO BE SWEPT. 12. THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 13. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 14. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED. 15. GRADES SHOWN ARE FINISHED GRADES. 16. FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. 17. UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. 18. WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY -SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. 19. THE CONTRACTOR MUST HAVE A CITY LICENSE. 20. A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW. 21. TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450, AS MANUFACTURED BY PROPEX GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. 22. STRUCTURAL RETAINING WALL, FENCING AND HANDRAIL DESIGN BY OTHERS. REFER TO ARCHITECTURAL PLANS. 23. REGIONAL POND AND STORM SEWER EAST OF THE SITE MUST BE REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TO ANY WORK, AND ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT ADDED TO THE POND OR SEWER DUE TO SITE CONSTRUCTION. CITY TO BE GIVEN 48 HOURS NOTICE BEFORE REVIEW IS WANTED. 24. RECORD DRAWINGS MUST BE SUBMITTED TO THE CITY AT THE COMPLETION OF THE PROJECT. CALL BEFORE YOU DIG! Gopher State One Call 1/ TWIN CITY AREA: 651-454-0002 'N TOLL FREE: 1-800-252-1166 \A/A UAI IAI/-. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. -N- 0 20 40 SCALE IN FEET .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE License No. 19624 Date 06-14-21 Loucks Project No. 19767 Project Lead JAS Drawn By TRG Checked By VMA Review Date 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1_1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS IL < \, J L Resolution No. 7207 - I - I �I SILT FENCE LL IL LJ TYP C) N 0 N 0 10 0 0 CL a EL E FI C- --- > GENERAL NOTES SEE SHEET C3-3 FOR SWPPP NOTES AND C3-4 FOR SWPPP DETAILS. SWPPP LEGEND —SF— SILT FENCE — — — - BIO ROLLS I I C1-1 EXISTING DRAINAGE PATTERN A 17- DEMOLITION PLAN EROSION CONTROL BLANKET C2-1 SITE PLAN _ -� _ C3-1 GRADING & DRAINAGE PLAN ° - '- C3-2 SWPP PLAN >> )) ° C3-3 SWPP NOTES & DETAILS 1M=999 97 C4-1 UTILITY PLAN VV=995 7 SW / C8-1 DETAIL SHEETS w=991 s 44 9 37 SE 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS �— -9g9--- FI C- --- > GENERAL NOTES SEE SHEET C3-3 FOR SWPPP NOTES AND C3-4 FOR SWPPP DETAILS. SWPPP LEGEND —SF— SILT FENCE — — — - BIO ROLLS 0 INLET PROTECTION C1-1 EXISTING DRAINAGE PATTERN / = 919 PROPOSED DRAINAGE PATTERN DEMOLITION PLAN EROSION CONTROL BLANKET C2-1 .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CALL BEFORE YOU DIG! 7200 Hemlock Lane, Suite 300 Gopher State One Cal I Maple Grove, MN 55369 763.424.5505 TWIN CITY AREA: 651-454-0002 www.loucksinc.com nn TOLL FREE: 1-800-252-1166 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS C VV V V PROFESSIONAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE License No. 19624 V Date 06-14-21 V QUALITY CONTROL Loucks Project No. 19767 Project Lead JAS Drawn By TRG V Checked By VMA ✓� Review Date 06-14-21 / v ° C1-1 EXISTING CONDITIONS PLAN / = 919 C1-2 DEMOLITION PLAN v= asp C2-1 SITE PLAN _ -� _ C3-1 GRADING & DRAINAGE PLAN ° - '- C3-2 SWPP PLAN >> )) ° C3-3 SWPP NOTES & DETAILS 1M=999 97 C4-1 UTILITY PLAN VV=995 7 SW / C8-1 DETAIL SHEETS w=991 s 44 9 37 SE 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS �— -9g9--- 1008-- ROC Ik� 1 \ \ CB = CONST R CTION \\ 1 ) ��9� 1007 — -1007— — E RANCE ] 1 I I I I IL63 -1006— 1005 _1004- 75 E ° >_I ° _ —1002- - OH -- - ---- __10011001 / J / 0 20 40 - ° -1000-1000 — 01 ° . T J� 91lR.IR,�9 lRNt — 998— (D / — _ � SCALE IN FEET zi�-- Resolution No. 7207 SWPPP NOTES 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A 48 UNIT APARTMENT BUILDING AND ASSOCIATED UTILITIES. 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1. INSTALL VEHICLE TRACKING BMP 2. INSTALL SILT FENCE & BIO ROLLS AROUND SITE 3. CLEAR AND GRUB SITE 4. STRIP AND STOCKPILE TOPSOIL 5. REMOVE PAVEMENTS AND UTILITIES 6. CONSTRUCT STORMWATER MANAGEMENT FACILITIES 7. INSTALL SILT FENCE AROUND STORM WATER MANAGEMENT FACILITIES 8. ROUGH GRADE SITE 9. IMPORT CLEAN FILL FOR REPLACEMENT AND/OR BALANCE AS NEEDED 10. INSTALL UTILITIES 11. INSTALL BUILDING FOUNDATIONS 12. INSTALL CURB AND GUTTER 13. INSTALL PAVEMENTS AND WALKS 14. FINAL GRADE SITE 15. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER FACILITIES AND STRUCTURES 16. SEED AND MULCH 17. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND BIO ROLLS AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: AREA OF DISTURBANCE / PROPERTY AREA: 2.63 AC PRE -CONSTRUCTION IMPERVIOUS AREA: 1.85 AC POST -CONSTRUCTION IMPERVIOUS AREA: 1.60 AC GENERAL SOIL TYPE: SEE GEOTECHNICAL EVALUATION REPORT 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5. PERIMETER EROSION CONTROL MEASURES TO BE INSTALLED BY CONTRACTOR & INSPECTED BY CITY PRIOR TO ANY WORK. CONTRACTOR MUST PROVIDE MINIMUM 24-HOUR NOTICE PRIOR TO INSPECTION. 6. ALL DISTURBED GROUND LEFT INACTIVE MUST BE IMMEDIATELY STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. STABILIZATION MUST BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 7. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 8. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 9. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 10. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 11. IF THE INFILTRATION BASIN IS TO BE USED DURING CONSTRUCTION, THE CONTRACTOR SHALL ONLY PARTIALLY EXCAVATE AND LEAVE THE BASIN 2 FEET ABOVE FINISHED ELEVATION. 12. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH WDNR DISPOSAL REQUIREMENTS. 13. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 14. NO ENGINE DEGREASING IS ALLOWED ON SITE. 15. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 16. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE WDNR. ALL PERMITTEES) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. CERTIFICATION UNIVERSITY OF MINNESOTA Val Anderson Design of Construction SWPPP (May 31 2023) ESTIMATED QUANTITIES 16. INSPECTIONS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.51- OVER .5"OVER 24 HOUR RAIN EVENT. C. STABILIZED AREAS: ONCE EVERY 30 DAYS D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 17. MINIMUM MAINTENANCE A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN MSEVEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN Y2" IN 24 HOURS 18. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 19. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 20. SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 21. CONCRETE WASHOUT AREA A. CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B. CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C. CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 22. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 23. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 24. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 25. RESPONSIBILITIES A. THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: COMPANY: PHONE: B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT: COMPANY: PHONE: 26. THE MINNESOTA DNR OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS -BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 27. LIST OF CONTACTS INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET __ 1w, I/ NOTES: SEE SPECS. 2573, 3137, 3886 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1O ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. Q2 FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 3O INSTALLATION NOTES: 3.1. DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. 3.2. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. 3.3. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. ® FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. LOUCKS PLATE NO. INLET PROTECTION - 3015 00 FILTER BAG INSERT DRAWN 2/2016 TITLE 8" MINIMUM DOUBLE PHONE NUMBER STITCHED SEAMS ALL 4 4 AROUND SIDE PIECES 612-708-6085 AND ON FLAP POCKETS 12" OVERFLOW HOLES LOUCKS (2" X 4" HOLE SHALL FRONT, BACK, AND z, BE HEAT CUT INTO BOTTOM TO BE MADE ALL FOUR SIDE FROM SINGLE PIECE 7 PANELS) OF FABRIC 10 SITE MANGER FILTER BAG INSERT (CAN BE INSTALLED IN ANY INLET TYPE Q WITH OR WITHOUT A CURB BOX) NOTES: SEE SPECS. 2573, 3137, 3886 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1O ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. Q2 FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 3O INSTALLATION NOTES: 3.1. DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. 3.2. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. 3.3. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. ® FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. LOUCKS PLATE NO. INLET PROTECTION - 3015 00 FILTER BAG INSERT DRAWN 2/2016 TITLE NAME COMPANY PHONE NUMBER OWNER DALE RICHARDSON CBS MN PROPERTIES, LLC 612-708-6085 PROJECT MANAGER JEFF SHOPEK LOUCKS 763-496-6715 ENGINEER SWPPP VAL ANDERSON LOUCKS 763-496-6728 CONTRACTOR PENDING SEEDING AC SITE MANGER PENDING DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 PREFABRICATED CONCRETE WASHOUT EA 0 SILT FENCE (STANDARD) LF 1,850 ROCK FILTER LOG LF 0 INLET PROTECTION EA 20 SEEDING AC 1.25± N N CD N O, O 10 CD N O CL STEEL FENCE POST (T -POST), MINIMUM 5' LONG, ATTACH FABRIC TO POSTS 6' MAXIMUM SPACING. WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8". WOVEN MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT 3886-1 (36" WIDTH) - OVERLAP TOP 6" OF FABRIC AND FASTEN AT 2' INTERVALS MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PLACEMENT OF STEEL POSTS. O;REC704 OF RUNOFF / 24" MINIMUM POST EMBEDMENT NOTE: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY ER0-1B OR STANDARD (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY. ©� Bonestroo STANDARD DETAILS Last Revision: JAN, 2006 Rosene Anderlik& SILT FENCE Associates MACHINE SLICED Enginoers & Architects 0 R 0 N 0, MINNESOTA City Plots No. St. Paul, Minnesota ERO-1 l 139_ER0-1.DWG SPECIAL & IMPAIRED WATERS 6" MINIMUM tijjN7 oU0U0000 2" WASHED ROCK �G,�,C 00. OO F,y�T 0 N M�N�M 18" MINIMUM CUT OFF BERM 2p TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. ©� Bonestroo STANDARD DETAILS Last Revision: JAN. 2006 0 Rosene Anderlik & ROCK CONSTRUCTION ENTRANCE " Associates Engineers s Architects St. Pa O R O N 0, MINNESOTA cFRRnte . W, Minnesota S9_ER0-2.DWG RECEIVING WATERSIIIIIIIIIII ■ NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER TYPE OF SPECIAL WATER LONG LAKE NO YES MERCURY, NUTRIENTS WOLSFLED LAKE NO YES NUTRIENTS WOLSFELD WOODS SNA LAKE/OTHER YES NO SCIENTIFIC & NATURAL .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE License No. 19624 Date 06-14-21 M QUALITY CONTROL Loucks Project No. 19767 Project Lead JAS Drawn By TRG Checked By VMA Review Date 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS O Q N 00 N O N 100 0 CL IL IL J LResolution No. 7207 I a » n CBMH 12 RIM: 1016.5 INV: 1008.76 W CBMH 22 - BEEHIVE CASTING ADJ. RIM: 1007.9 EX. INV: 1003.26 +/- C'QhAW 1 � C'RhAu 1 A UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. CBMH 15 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH RIM: 1016.5 MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM INV: 1001.69 SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ■ ■LOUCKS 8. PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER PLANNING STORM SEWER DUAL WALL HDPE 12" TO 15" DIAMETER CIVIL ENGINEERING LAND SURVEYING 9. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 LANDSCAPE ARCHITECTURE FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA ENVIRONMENTAL RULES, PART 4715.2820 7200 Hemlock Lane, Suite 300 CBMH 16 10.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR Maple Grove, MN 55369 RIM: 1016.5 WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST 763.424.5505 INV: 1001.03 BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER www.loucksinc.com STRUCTURES. 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2 -INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES with respect to this project. These CADD files shall not be used (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE BARRICADES FLASHERS AND of thisothproproject sby others wit o without this appyor completion by , , of this project by others without written approval by the FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions 14.THE CITY SHALL OPERATE ALL GATE VALVES. or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. d- L_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL 7:laa■I►�I�]a:� a EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT C2-1 SITE PLAN LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, _ CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE C3-1 GRADING & DRAINAGE PLAN DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED C3-2 SWPP PLAN a DURING CONSTRUCTION AT NO COST TO THE OWNER. C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 8" GATE VALVE -N- 0 20 40 E- SCALE IN FEET 15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE S U BM ITTAUREVIS• PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN CBMH 17 INVERT FOR THE NEW SEWER LINE. 05-19-21 CITY SUBMITTAL RIM: 1016.5 06-14-21 CITY COMMENTS INV: 1000.13 C 16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOINT VV 18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. 19.ALL CONNECTIONS TO SANITARY SEWER AND WATERMAIN MUST BE COORDINATED WITH CITY. CONTRACTOR MUST PROVIDE A MINIMUM OF 48 HOUR PRIOR NOTICE. 80'- 18" HDPE @ 1.0% 20.RECORD DRAWINGS MUST BE SUBMITTED TO THE CITY AT THE COMPLETION OF THE PROJECT. PROFESSIONAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE CALL BLLORE YOU DIG! License No. 19624 V Gopher State One Cal I Date 21 QUALITY CONTROL TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 Loucks Project No. 19767 Project Lead JAS Drawn By TRG V Checked By VMA WAR NJINr• Review Date 06-14-21 d- L_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL 7:laa■I►�I�]a:� a EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT C2-1 SITE PLAN LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, _ CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE C3-1 GRADING & DRAINAGE PLAN DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED C3-2 SWPP PLAN a DURING CONSTRUCTION AT NO COST TO THE OWNER. C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 8" GATE VALVE -N- 0 20 40 E- SCALE IN FEET ►� 11 Resolution No. 7207 0 O 2' MAX ADJACENT TO WALKABLE SURFACE, 5' MAX ADJACENT TO NON -WALKABLE SURFACE (5)FLARE QS BACK OF CURB @ (IF REQUIRED) w Drawn By CSR@ e VMA FACE 6 FSA E io OF CURB �Mp LENGTN' CURB e MIN 3 (fNgRE ""E CURB CURB GTH �Mp EENGT1i FLARE LENGTH RAMP WIDTH FLARE LENGTH RAMP LENGTH A PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP ADJACENT STREET GRADE, UNLESS OTHERW ISE SHOWN TURNING SPACE (LANDING) �RUNNIN ©LANDING ON PLAN RAMP LENGTH SIDEWALK RUNNING SLOPE 5% MAX, OR EQUAL TO RAMP ADJACENT STREET GRADE, UNLESS OTHERWISE SHOWN �R LN ©LANDING ON PLAN (2)DETECTABLE WARNING 27" DIA @DETECTABLE WARNING REQUIRED WHEN SECTION A -A r @DETECTABLE WARNING / r�OO1 03 RAMP WIDTH 5O CURB FLARE LENGTH T T CURB FLARE LENGTH �{ ELEVATION OF RAMP NOTES: 0 CROSS SLOPE: THE MAXIMUM CROSS SLOPE IS 2.0% WITH ATARGET VALUE OF 1.5% EXCEPT FOR CROSSINGS THAT DO NOT HAVE FULL STOP OR YIELD CONTROL FOR VEHICULAR TRAFFIC THE CURB RAMP CROSS SLOPE MAY MATCH THE SLOPE OF THE CROSSING STREET. O RUNNING SLOPE: CURB RAMPS SHALL HAVE A TARGET RUNNING SLOPE OF 6.25% AND A MAXIMUM SLOPE OF 8.3%. 0 RAMP WIDTH: THE MINIMUM WIDTH OF A CURB RAMP IS 4 FEET EXCLUDING CURBS AND FLARES. IF THE SIDEWALK FACILITY IS WIDER THAN 4 FEET, THE TARGET VALUE FOR THE CURB RAMP IS EQUAL TO THE WIDTH OF THE SIDEWALK. O 4 GRADE BREAKS: GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMPS MUST BE PERPENDICULAR TO THE DIRECTION OF THE CURB RAMP RUN. GRADE BREAKS ARE NOT ALLOWED ON THE SURFACE OF CURB RAMP RUNS AND TURNING SPACES. O5 FLARED SIDES: WHERE THE SURFACE ADJACENT TO THE SIDEWALK IS A HARD (I.E. WALKABLE) SURFACE, THE FLARES ALONG THE SIDES OF THE CURB RAMP SHALL BE CONSTRUCTED AT 10% OR FLATTER. WHERE THE SURFACE ADJACENT TO THE SIDEWALK IS UNPAVED (TURF OR OTHER), CONCRETE FLARES ARE NOT REQUIRED UNLESS SHOWN ON THE PLAN. IF CONCRETE FLARES ARE NOT REQUIRED, GRADED FLARES WITH A MAX SLOPE OF 1:6 MAY BE USED. © TURNING SPACE (LANDINGS): A. PLACEMENT: ATURNING SPACE IS REQUIRED AT THE TOP OF PERPENDICULAR CURB RAMPS WHEN THE RAMP RUNNING SLOPE EXCEEDS 5%, AT THE TOP OF ALL RAMPS WHERE A CHANGE IN DIRECTION FOR USERS IS ANTICIPATED, AND AT THE BOTTOM OF PARALLEL (SIDEWALK PARALLELING BACK OF CURB) CURB RAMPS. B. SLOPE: THE MAXIMUM SLOPE IN ANY DIRECTION IS 2.0% WITH ATARGET VALUE OF 1.5%. WHEN TURNING SPACES ARE AT THE BACK OF CURB, CROSS SLOPES MAYBE INCREASED TO MATCH ALLOWABLE VALUES IN THE PEDESTRIAN STREET CROSSING SECTION. C. SIZE: THE TURNING SPACE SHALL BEA MINIMUM OF 4 FEET BY 4 FEET. WHERE THE TURNING SPACE IS ADJACENT TO A FIXED OBJECTOR CONSTRAINED ON ONE OR MORE SIDES, PROVIDES FEET IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING. @ DETECTABLE WARNINGS: A. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY (LIGHT ON DARK OR DARK ON LIGHT) FROM THE SURROUNDING PAVED SURFACES. B. LOCATION: DETECTABLE WARNINGS SHALL BE INSTALLED AT ALL PEDESTRIAN STREET CROSSINGS, PUBLIC PARKING LOT ACCESS POINTS, AT -GRADE RAIL CROSSINGS, AND COMMERCIAL/INDUSTRIAL DRIVEWAYS THAT HAVE YIELD CONTROL, STOP CONTROL, OR TRAFFIC SIGNALS. DETECTABLE WARNING SURFACES SHOULD ONLY BE PROVIDED AT CROSSINGS OF COMMERCIAL/INDUSTRIAL ENTRANCES NOT MEETING THE ABOVE CRITERIA WHEN SHOWN IN THE PLAN. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNING SHALL BE SETBACK 3" MIN. TO 6" MAX. FROM THE BACK OF CURB. C. SIZE: DETECTABLE WARNING SURFACES SHALL EXTEND A MINIMUM OF 2 FEET IN THE DIRECTION OF PEDESTRIAN TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR PEDESTRIAN ACCESS ROUTE. D. DOME ORIENTATION: ON CURB RAMPS, THE ROWS OF TRUNCATED DOMES SHOULD BE ALIGNED IN THE DIRECTION OF TRAVEL TOWARD THE CURB RAMP OPPOSITE THE STREET CROSSING ("DIRECTIONAL ALIGNMENT"). WHERE A DIRECTIONAL ALIGNMENT PRODUCES A GAP EQUAL TO OR GREATER THAN 2' OR 5' (SEE DETAIL ABOVE) BETWEEN THE TRUNCATED DOME AND THE NEAREST BACK OF CURB, THE DOMES SHALL BE ALIGNED ALONG THE BACK OF CURB AND RADIAL DOMES SHOULD BE CONSIDERED. DOMES SHOULD BE PLACED 3" FROM THE BACK OF CURB AT THE NEAREST POINT, E. PARALLEL CURB RAMPS: ON PARALLEL CURB RAMPS, DETECTABLE WARNING SHALL BE PLACED ON THE TURNING SPACE 3" FROM THE BACK OF CURB. ® CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY OF THE ABOVE REQUIREMENTS CANNOT BE MET DUE TO SITE CONSTRAINTS. Q9 REFER TO MnDOT PEDESTRIAN CURB RAMP DETAILS, STANDARD PLAN S-297.250 (5 SHEETS) FOR ADDITIONAL DETAILS AND RAMP OPTIONS 10 ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT STANDARD PLANS 5-297.250 (5 SHEETS) WITH LATEST REVISION. ANY VARIANCE FROM THE STANDARD PLANS AND THIS DETAIL SHALL BE RESOLVED IN FAVOR OF THE STANDARD PLAN PED RAMP, WITH TRUNCATED DOMES, IN CURB RADIUS NOT TO SCALE �pPEDESTRIAN CURB DETAIL LOG BOLTON & SIDEWALK REVISIONS: DATE: ORONO PLATE NO: Created August 2018 & MEN K STR-007 `9k@SHO��G Real People. Real Solutions. PIPE MATERIAL AS SPECIFIED GRANULAR FOUNDATION, BEDDING & ENCASEMENT MATERIAL AS SPECIFIED COMPACTED BACKFILL AS SPECIFIED OD + 24" MAX • 12" MIN NON—RIGID STORM SEWER TRENCH NOT TO SCALE �O1V NON -RIGID PIPE DETAIL LOG BOLTON BEDDING REVISIONS: DATE: & MEN K y ORONO PLATE NO: Created August 2018 STO-001 `�kfSHOtI�G Real People. Real Solutions. 1' VARIABLE SLOPE (SEE X -SEC'S) / NOTES: VARIES L 4" CONIC SIDEWALK (2521) 4" AGGREGATE BASE CL 5 (2211) (INCIDENTAL TO WALK) 1. BOULEVARD SLOPE TO BE BETWEEN 4.0% AND 6.0% 2. WIDTH TO BE 5' IN RESIDENTIAL AREAS AND 6' IN COMMERCIAL AREAS OR ALONG COLLECTOR STREETS UNLESS OTHERWISE DIRECTED BY THE ENGINEER CONCRETE SIDEWALK NOT TO SCALE °mooCONCRETE SIDEWALK DETAIL LOG BOLTON REVISIONS: DATE: & MEN K ORONO PLATE N0: Created August 2018 ti STR-006 ��gkESHO4�G` Real People. Real Solutions. O 2' MAX ADJACENT TO WALKABLE SURFACE, 5' MAH ADJACENT TO NON -WALKABLE SURFACE �o OF 0 FLARE (IF REQUIRED) FACE ¢� Project Lead OF CURB Drawn By CSR@ e VMA (fNgRf FSA E CURB CURB GTH �Mp LENGTN' FLARE LENGTH RAMP WIDTH FLARE LENGTH 1-1-1 MIN 3 A PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP NOTES: TURNING SPACE (LANDING) RAMP LENGTH SIDEWALK RUNNING SLOPE 5% MAX, OR EQUAL TO RAMP ADJACENT STREET GRADE, UNLESS OTHERW ISE SHOWN �RUNNIN ©LANDING ON PLAN (2) DETECTABLE WARNING 1. TRACER WIRE ONLY SECTION A -A (2)DETECTABLE WARNING OO I �3 RAMP WIDTH 5O F� CURB FLARE LENGTH T T CURB FLARE LENGTH �{ ELEVATION OF RAMP NOTES: 0 CROSS SLOPE: THE MAXIMUM CROSS SLOPE IS 2.0% WITH A TARGET VALUE OF 1.5% EXCEPT FOR CROSSINGS THAT DO NOT HAVE FULL STOP OR YIELD CONTROL FOR VEHICULAR TRAFFIC THE CURB RAMP CROSS SLOPE MAY MATCH THE SLOPE OF THE CROSSING STREET. O RUNNING SLOPE: CURB RAMPS SHALL HAVE ATARGET RUNNING SLOPE OF 6.25% AND A MAXIMUM SLOPE OF 8.3%. 0 RAMP WIDTH: THE MINIMUM WIDTH OF A CURB RAMP IS FEET EXCLUDING CURBS AND FLARES. IF THE SIDEWALK FACILITY IS WIDER THAN 4 FEET, THE TARGET VALUE FOR THE CURB RAMP 15 EQUAL TO THE WIDTH OF THE SIDEWALK. GRADE BREAKS: GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMPS MUST BE PERPENDICULAR TO THE DIRECTION OF THE CURB RAMP RUN. GRADE BREAKS ARE NOT ALLOWED ON THE SURFACE OF CURB RAMP RUNS AND TURNING SPACES. O5 FLARED SIDES: WHERE THE SURFACE ADJACENT TO THE SIDEWALK IS A HARD (I.E. WALKABLE) SURFACE, THE FLARES ALONG THE SIDES OF THE CURB RAMP SHALL BE CONSTRUCTED AT 10% OR FLATTER. WHERE THE SURFACE ADJACENT TO THE SIDEWALK IS UNPAVED (TURF OR OTHER), CONCRETE FLARES ARE NOT REQUIRED UNLESS SHOWN ON THE PLAN. IF CONCRETE FLARES ARE NOT REQUIRED, GRADED FLARES WITH A MAX SLOPE OF 1:6 MAY BE USED. © TURNING SPACE (LANDINGS): A. PLACEMENT: ATURNING SPACE IS REQUIRED AT THE TOP OF PERPENDICULAR CURB RAMPS WHEN THE RAMP RUNNING SLOPE EXCEEDS 5%, AT THE TOP OF ALL RAMPS WHERE A CHANGE IN DIRECTION FOR USERS IS ANTICIPATED, AND AT THE BOTTOM OF PARALLEL (SIDEWALK PARALLELING BACK OF CURB) CURB RAMPS. B. SLOPE: THE MAXIMUM SLOPE IN ANY DIRECTION IS 2.0% WITH A TARGET VALUE OF 1.5%. WHEN TURNING SPACES ARE AT THE BACK OF CURB, CROSS SLOPES MAYBE INCREASED TO MATCH ALLOWABLE VALUES IN THE PEDESTRIAN STREET CROSSING SECTION. C. SIZE: THE TURNING SPACE SHALL BEA MINIMUM OF 4 FEET BY 4 FEET. WHERE THE TURNING SPACE IS ADJACENT TO A FIXED OBJECTOR CONSTRAINED ON ONE OR MORE SIDES, PROVIDES FEET IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING. @ DETECTABLE WARNINGS: A. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY (LIGHT ON DARK OR DARK ON LIGHT) FROM THE SURROUNDING PAVED SURFACES. B. LOCATION: DETECTABLE WARNINGS SHALL BE INSTALLED AT ALL PEDESTRIAN STREET CROSSINGS, PUBLIC PARKING LOT ACCESS POINTS, AT -GRADE RAIL CROSSINGS, AND COMMERCIAL/INDUSTRIAL DRIVEWAYS THAT HAVE YIELD CONTROL, STOP CONTROL, OR TRAFFIC SIGNALS. DETECTABLE WARNING SURFACES SHOULD ONLY BE PROVIDED AT CROSSINGS OF COMMERCIAL/INDUSTRIAL ENTRANCES NOT MEETING THE ABOVE CRITERIA WHEN SHOWN IN THE PLAN. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNING SHALL BE SETBACK 3" MIN. TO 6" MAX. FROM THE BACK OF CURB. C. SIZE: DETECTABLE WARNING SURFACES SHALL EXTEND A MINIMUM OF 2 FEET IN THE DIRECTION OF PEDESTRIAN TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR PEDESTRIAN ACCESS ROUTE. D. DOME ORIENTATION: ON CURB RAMPS, THE ROWS OF TRUNCATED DOMES SHOULD BE ALIGNED IN THE DIRECTION OF TRAVEL TOWARD THE CURB RAMP OPPOSITE THE STREET CROSSING ("DIRECTIONAL ALIGNMENT"). WHERE A DIRECTIONAL ALIGNMENT PRODUCES A GAP EQUAL TO OR GREATER THAN 2' OR 5' (SEE DETAIL ABOVE) BETWEEN THE TRUNCATED DOME AND THE NEAREST BACK OF CURB, THE DOMES SHALL BE ALIGNED ALONG THE BACK OF CURB AND RADIAL DOMES SHOULD BE CONSIDERED. DOMES SHOULD BE PLACED 3" FROM THE BACK OF CURB AT THE NEAREST POINT, E. PARALLEL CURB RAMPS: ON PARALLEL CURB RAMPS, DETECTABLE WARNING SHALL BE PLACED ON THE TURNING SPACE 3" FROM THE BACK OF CURB. ® CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY OF THE ABOVE REQUIREMENTS CANNOT BE MET DUE TO SITE CONSTRAINTS. Q9 REFER TO MnDOT PEDESTRIAN CURB RAMP DETAILS, STANDARD PLAN S-297.250 (5 SHEETS) FOR ADDITIONAL DETAILS AND RAMP OPTIONS 10 ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT STANDARD PLANS 5-297.250 (5 SHEETS) WITH LATEST REVISION. ANY VARIANCE FROM THE STANDARD PLANS AND THIS DETAIL SHALL BE RESOLVED IN FAVOR OF THE STANDARD PLAN PED RAMP, WITH TRUNCATED DOMES, IN CURB RADIUS NOT TO SCALE �0\ PEDESTRIAN CURB DETAIL LOG B0 LTO N &SIDEWALK REVISIONS: DATE: Created August 2018 ORONO PLATE NO: & MEN K ti STR-007 �lgkFSHO��G� Real People. Real Solutions. �oNCATCH BASIN DETAIL LOG BOLTON 0� ORONO PLATE N0: DESIGN H REVISIONS: DATE: STO-100 Created August 2018 & MEN K WITH TRACER WIRE FIgKESHO�1G` Real People. Real Solutions. GRADE i m -YPE 9.5 WEARING COURSE (SPWEA240B) (2360) JIINOUS TACK COAT (2357) PE 12.5 NON -WEARING COURSE (SPNWB230B) (2360) GREGATE BASE, CL 5 (2211) .#ALJ,,RADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS TYPICAL SECTION NOT TO SCALE BITUMINOUS DETAIL LOG BOLTON ( PATCH REVISIONS: DATE: & MEN K ORONO PLATE NO: Created August 2018 s STR-100 F�9KESHOR�G Real People. Real Solutions. S% v `" TyA (:i) - O� (J) 4) 4 Ln N r > i a Ln CASTING TYPE R -3067-V (TYP) Project Lead OR AS SPECIFIED ON PLANS Drawn By j L--- — - t VMA f 06-14-21 C4-1 - — — — — — — C8-1 DETAIL SHEETS 1-1-1 MIN 3 L2-1 LANDSCAPE DETAILS MAX 6 NOTES: O CONCRETE ADJUSTING RINGS WITH NON -SHRINK 1. TRACER WIRE ONLY 27" DIA GROUT AND PLASTERED REQUIRED WHEN 511 a1/2" THICK INSIDE AND OUT DIRECTED BY THE CITY Ln ENGINEER FILL ANNULAR SPACE AROUND > PIPE WITH NON -SHRINK GROUT INSIDE & OUT (TYP) SLOPE 1" I I PER FT REFER TO PLANS FOR PIPE REQUIRED MIN 8" POURED OR PRECAST BASE 01 BRING TRACER WIRE INTO CATCH BASIN BELOW FIRST CATCH BASIN, DESIGN H ADJUSTING RING, PROVIDE 3' MIN COIL OF TRACER WITH TRACER WIRE WIRE WITHIN THE CATCH BASIN NOT TO SCALE �oNCATCH BASIN DETAIL LOG BOLTON 0� ORONO PLATE N0: DESIGN H REVISIONS: DATE: STO-100 Created August 2018 & MEN K WITH TRACER WIRE FIgKESHO�1G` Real People. Real Solutions. GRADE i m -YPE 9.5 WEARING COURSE (SPWEA240B) (2360) JIINOUS TACK COAT (2357) PE 12.5 NON -WEARING COURSE (SPNWB230B) (2360) GREGATE BASE, CL 5 (2211) .#ALJ,,RADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS TYPICAL SECTION NOT TO SCALE BITUMINOUS DETAIL LOG BOLTON ( PATCH REVISIONS: DATE: & MEN K ORONO PLATE NO: Created August 2018 s STR-100 F�9KESHOR�G Real People. Real Solutions. S% v `" TyA (:i) - O� (J) 4) 4 Ln N r > i a Ln 19767 Project Lead JAS Drawn By w t VMA f 06-14-21 C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS I� 4'-011 a I GROUT INVERT 7I a a a"a PRECAST CONCRETE BASE NOTES: 2 CASTING AS SPECIFIED MIN 3 MAX 6 CONCRETE ADJUSTING RINGS WITH NON -SHRINK GROUT AND PLASTERED 1/2" THICK INSIDE AND OUT PLACE BITUMINOUS MASTIC BETWEEN SECTIONS O1 BRING TRACER WIRE INTO MANHOLE BELOW FIRST ADJUSTING RING, PROVIDE T MIN COIL OF TRACER WIRE WITHIN THE MANHOLE FILL ANNULAR SPACE AROUND PIPE WITH NON -SHRINK GROUT INSIDE & OUT (TYP) SEE PLAN FOR PIPE SIZE CASTING TO BE R-1642 OR R -2501-C DEPENDING ON PROPOSED USE 30 TRACER WIRE TO BE USED WHEN NON-CONDUCTIVE PIPE IS INSTALLED 1. TRACER WIRE ONLY REQUIRED WHEN DIRECTED BY THE CITY ENGINEER STORM SEWER STRUCTURE, DESIGN F TYPE "B" CONE WITH TRACER WIRE NOT TO SCALE STORM SEWER STRUCTURE DETAIL LOG BOLTON Q DESIGN F TYPE 11B" CONE W/ TRACER WIRE REVISIONS: DATE: & MEN K ORONO PLATE NO: Created August 2018 SHo��G; STO-101-1 Real People. Real Solutions. .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE License No. 19624 Date 06-14-21 Loucks Project No. 19767 Project Lead JAS Drawn By TRG Checked By VMA Review Date 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS CL r` 7t N 0 N 0 10 0 0 Resolution No. 7207 SEE CITY PLATE NO. STO-7 FOR RIPRAP PLACEMENT. ANCHOR CLIP Z TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT FASTENERS PER JOINT. INSTALL AT 60' FROM TOP OR BOTTOM OF PIPE. PROVIDE 3 ANCHOR CLIPS TO FASTEN TRASH GUARD TO FLARED END SECTION. HOT DIP GALVANIZE AFTER FABRICATION. TRASH GUARD SIZING T PIPE SIZE BARS •H' BOLTS 12" 3/4"0 2 1/2" 5/8" 15" 3/4"0 3" 5/8" ISOMETRIC 18„ 3/4"0 4" 5/8" 21 "-24" 1110 4" 3/4" 27"-36" 1110 5" 3/4" 42" 1110 6" 3/4" 48"-54" 1 1/4"0 6" 1.1 60"-72" 1 1/4"0 7" 1.1 78"-90" 1 1/4"0 8" 1.1 O FLARED END DETAIL LOG Q SECTION AND REVISIONS: DATE: BOLTON TRASH GUARD Created August 2018 & MEN K ORONO PLATE NO: ESHo�```G STO-600 Real People. Real Solutions. WATERMAIN MATERIAL AS SPECIFIED BEDDING AND ENCASEMENT MATERIAL SHALL BE SELECTED MATERIAL FROM THE EXCAVATION AS SPECIFIED PROVIDE BELL HOLE AT EACH JOINT �COMPACTED BACKFILL AS SPECIFIED DIP WATERMAIN TRENCH NOT TO SCALE DIP WATERMAIN DETAIL LOG BOLLON TRENCH REVISIONS: DATE: ORONO PLATE N0: Created August 2018 & MEN K yelEWAT-201 SHO 11 Real People. Real Solutions. NOTE: WYES, BENDS AND PIPE SIZES AS REQUIRED BY PLANS AND SPECS TRACER WIRE BEND AS REQUIRED (45° MAX PER BEND) FINISHED SURFACE W z_ J 10' TYP z } CWC J N W Z) LU 2"X4" WOOD MARKER 4' F_ MIN ABOVE GRADE BRING TRACER J WIRE TO SURFACE z_ } AND TERMINATE } IN ACCESS BOX o AS SPECIFIED 2"X2" WOOD 0° WATERTIGHT MARKER CAP (INCIDENTAL) (INCIDENTAL) ATTACH TRACER WIRE TO SEWER MAIN WITH STAINLESS STEEL CLAMP, COAT CONNECTION \`�� SEWER SERVICE SLOPE ATTACH TRACER WIRE WITH 3M SCOTCH KOTE REQUIREMENTS MIN 1.0% TO SEWER MAIN WITH OR APPROVED EQUAL / OPTIMUM 2.0% -MAX 12.5% STAINLESS STEEL CLAMP, / RISER ON UNDISTURBED COAT CONNECTION �� 0\ TRENCH WALL WITH 3M SCOTCH KOTE OR APPROVED EQUAL 45' BEND SEWER SERVICE SLOPE REQUIREMENTS MIN 1.0% \� WYE BRANCH UNLESS OPTIMUM 2.0% -MAX 12.5% SPECIFIED OTHERWISE GRAVITY SEWER AS SPECIFIED REFER TO TRENCH DETAIL FOR INSTALLATION REQUIREMENTS SANITARY SEWER SERVICE RISER, NEW CONSTRUCTION, WITH TRACER WIRE ACCESS BOX NOT TO SCALE SANITARY SEWER SERVICE DETAIL LOG RISER NEW CONSTRUCTION WITH TRACER WIRE ACCESS REVISIONS: DATE: BOLTON ORONO PLATE N0: Created August 2018 & MEN K ti SAN -101 �l�KESHO��G` Real People. Real Solutions. DROP LID warER TYLER NO. 6860 MUELLER NO. H-10361 BIPPY-STE-CROIX NO. B-5160 GRADE TOP TYLER NO. 6860 26" MUELLER NO. H-10361 26" BIPPY-STE-CROIX NO. VB502 27" EXTENSION TYLER NO. 58 14" NO. 59 18" NO. 60 24" MUELLER NO. 58 14" NO. 59 20" BIPPY-STE-CROIX VB520 NO. 57 9" VB521 NO. 58 14" VB522 NO. 59 20" VB523 NO. 60 26" NOTES: ALL DIP WATERMAIN SHALL BE WRAPPED WITH 8 MIL POLY INCLUDING ALL MECHANICAL JOINTS 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. MEGALUGS OR 2 - 3/4" TIE RODS REQUIRED FROM VALVE TO TEE. ADJUST TOP TO 1/2" BELOW GRADE. BOX TO BE SET TO PROVIDE 12" OF ADJUSTMENT TYLER NO. 6860 MUELLER NO. H-10357 BIPPY-STE-CROIX B-5001 GATE VALVE BOX, SCREW TYPE, 3 PIECE, 5 1/4" SHAFT, SIZE G BOX, T-6" EXTENDED, #6 ROUND BASE NUT EXTENSION INSTALLED ONLY WHEN REQUIRED BOTTOM STAINLESS STEEL BOLTS TYLER NO. 6860 65" MUELLER NO. H-10361 65" BIPPY-STE-CROIX NO. VB516 60" GATE VALVES SHALL BE AMERICAN FLOW j CONTROL 2500 SERIES OR AWWA APPROVED EQUAL, RESILIENT SEAT WEDGE TYPE 3' GATE VALVE ADAPTER r MEGALUG� MEGALUG BASE i t PIPE MATERIAL AS SPECIFIED GRANULAR BEDDING AND ENCASEMENT MATERIAL AS SPECIFIED TRACER WIRE AS SPECIFIED, TAPE TO PIPE AT 5' INTERVAL, PLACE WIRE BELOW SPRING LINE COMPACTED BACKFILL AS SPECIFIED OD + 24" RN 12"(MIN) ME NON -RIGID SANITARY SEWER TRENCH NOT TO SCALE �Q�VD NON -RIGID SANITARY DETAIL LOG BOLTON SEWER TRENCH REVISIONS: DATE: ORONO PLATE N0: Created August 2018 & MEN K SAN -200 lgkESHOReal People. Real Solutions. GATE VALVE ADAPTOR NOT TO SCALE GATE VALVE & BOX INSTALLATION ORONO PLATE NO: WAT-400 8" CONIC. BLOCK 1) GATE VALVE ADAPTOR: ADAPTORS, INC. GATE VALVE ADAPTOR OR EQUAL 1/4" STEEL WITH UNDERGROUND COATING 2) NEOPRENE GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTOR TO TYPICAL ABSORB ANY PRESSURE OR GATE VALVE MOVEMENT CAUSED BY ROAD TRAFFIC DETAIL LOG BOLTON REVISIONS: DATE: & MEN K Created August 2018 Real People. Real Solutions. ADJUSTING RINGS CASTING OPENING V) VARIES Q 00 V SECTIONAL VIEW DRAINAGE STRUCTURE WITH SUMP WITH TRACER WIRE NOT TO SCALE SERVICE SADDL- WATERMAIN TRACER WIRE WATER SERVICE TAPE @ 5INCREMENTS D TRACER WIRE "GEL -FILLED WIRE NUT AS SPECIFIED NOTE: TRACER WIRE, CONNECTORS, AND TAPE ARE INCIDENTAL TO WATER SERVICE INSTALLATION WATER SERVICE TRACER WIRE CONNECTION NOT TO SCALE WATER SERVICE DETAIL LOG �� p TRACER WIRE REVISIONS: DATE:QD BOLTON CONNECTION rea a August1 & MEN K I ORONO PLATE NO: WAT-102 71kESf{0 Real People. Real Solutions. NOTES: 1. ECCENTRIC CONE SECTION MAY BE USED IN DEEP STRUCTURES TO AVOID MORE THAN 4 ADJUSTING RINGS 2. PIPE CUTOUTS TO BE LOCATED AS SPECIFIED 3. STEEL REINFORCED PLASTIC STEPS SHALL BE A POLYPROPYLENE PLASTIC REINFORCED WITH A NO 2 DEFORMED STEEL ROD GRADE 60 4. BRING TRACER WIRE INTO MANHOLE BELOW FIRST ADJUSTING RING, PROVIDE T MIN COIL OF TRACER WIRE WITHIN THE MANHOLE 5. CASTING TO BE TYPE R -3067-V UNLESS OTHERWISE SPECIFIED ON PLANS 6. TRACER WIRE TO BE USED WHEN NON-CONDUCTIVE PIPE IS INSTALLED 7. TRACER WIRE ONLY REQUIRED WHEN DIRECTED BY THE CITY ENGINEER DRAINAGE STRUCTURE DETAIL LOG 0 WITH SUMP,BOLTON WITH TRACER WIRE REVISIONS: DATE: Created August 2018 & MEN K ORONO PLATE NO: STO-105 `:yam `1kESHo�c Real People. Real Solutions. .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE License No. 19624 Date 06-14-21 C3-1 GRADING & DRAINAGE PLAN Loucks Project No. 19767 Project Lead JAS Drawn By TRG Checked By VMA Review Date 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS N 0 N 10 0 0 CL Resolution No. 7207 ' QJ i x i x x x�-Y I Q C a e de < e e d e A A e � a A o ° GROUNDCOVER LEGEND SOD / TOPSOIL - SEE NOTES ROCK MULCH - 1-1/2" GREY TRAP ROCK 4" DEPTH CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CaIV�=OR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. HEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SER ND /OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT ER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LO ONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR O_ H -ER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE TFTE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. LANDSCAPE PLAN a ELE ELE I L L r—I 1�49n —� TSI e/ TiCI OH GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'- 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. IRRIGATION NOTES LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED AND LANDSCAPED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. IRRIGATION IS NOT NEEDED IN NATIVE SEEDED AREAS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM SHALL NOT SPRAY ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTINGS AND SOD AREAS HAVE BEEN ESTABLISHED. PLANT LIST DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE 27 AB 2 AUTUMN BLAZE MAPLE Acer freemanii Autumn Blaze' B & B 2.5"Cal $5,400 PROPOSED ORNAMENTAL TREE - 1.5" CAL (2 ORN = 1 CAN) BO 6 BURR OAK Quercus macrocarpa B & B 2.5"Cal $12,300 PROPOSED PERENNIALS / GRASSES IH 3 IMPERIAL HONEYLOCUST Gleditsia triacanthos 'Impcole' TM B & B 2.5"Cal $37,500 PROPOSED ROCK MULCH QA 4 QUAKING ASPEN Populus tremuloides 25 gal $2,500 PROPOSED IRRIGATION RM 3 RED SUNSET MAPLE Acer rubrum 'Franksred' TM B & B 2.5"Cal $120,000 TOTAL LANDSCAPE COST OPINION SGM 9 SIENNA GLEN MAPLE Acer freemanii Sienna Glen' B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AP 5 AUSTRIAN PINE FULL FORM Pinus nigra B & B 6' HGT BS 7 BLACK HILLS SPRUCE FULL FORM Picea glauca 'Densata' B & B 6' HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE PRC 3 PRAIRIE ROSE CRABAPPLE Malus x Prairie Rose' B & B 1.5"Cal SSC 7 SPRING SNOW CRABAPPLE Malus x Spring Snow B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING AD 12 ARCTIC FIRE DOGWOOD Cornus sericea 'Artic Fire' 5 gal 24" HGT 48" o.c. BLS 59 BIRCH -LEAF SPIREA Spirea x betulifolia Tor 5 gal 24" HGT 36" o.c. RGD 19 RED GNOME DOGWOOD Cornus alba sibirica 'Red Gnome 5 gal 24" HGT 60" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING FG 31 FEATHER REED GRASS Calamagrostis x acutiflora Karl Foerster' 1 gal 24" o.c. FLM 15 FLAME MISCANTHUS Miscanthus sinensis 'Purpurascens' 1 gal 48" o.c. NSG 27 NORTHWIND SWITCH GRASS Panicum virgatum North Wind' 1 gal 30" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING BAJ 7 BLUE ARROW JUNIPER Juniperus virginiana Blue Arrow' 10 gal 24" HGT 48" o.c. PPJ 30 PENCIL POINT JUNIPER Juniperus Communis 'Pencil Point' 10 gal 24" o.c. Si 16 SCANDIA JUNIPER Juniperus sabina 'Scandia' 5 gal 48" o.c. TGA 10 TECHNITO GLOBE ARBORVITAE Thuja occidentalis'Bailjohn' 5 gal 42" o.c. TA 52 TECHNY GLOBE ARBORVITAE Thuja occidentalis 'Techny Globe 5 gal 24" HGT 48" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING AJS 9 AUTUMN JOY SEDUM Sedum x Autumn Joy' 1 gal 18" o.c. DWH 1 DREAM WEAVER HOSTA Hosta Dream Weaver 1 gal 24" o.c. TREE REQUIREMENTS REQUIRED PROPOSED PROPOSED BUILDING FOOTPRINT - 26,396 SF ESTIMATED PROJECT VALUE - $12,000,000 GAJ PROPOSED CANOPY TREE - 2.5" CAL 27 27 PROPOSED EVERGREEN TREE - 3" CAL 12 12 LANDSCAPE REQUIREMENTS PROP UNIT COST EST COST ESTIMATED PROJECT VALUE - $12,000,000 GAJ Checked By GAJ PROPOSED CANOPY TREE - 2.5" CAL 27 $500 $13,500 PROPOSED EVERGREEN TREE - 3" CAL 12 $450 $5,400 PROPOSED ORNAMENTAL TREE - 1.5" CAL (2 ORN = 1 CAN) 10 $350 $3,500 PROPOSED SHRUBS 205 $60 $12,300 PROPOSED PERENNIALS / GRASSES 152 $15 $2,280 PROPOSED SOD 1,500 sy $25 $37,500 PROPOSED ROCK MULCH $3,000 PROPOSED GRAVEL PAVE $2,500 PROPOSED IRRIGATION $48,000 LANDSCAPE REQUIREMENT - 1% OF $12,000,000 = $120,000 $120,000 TOTAL LANDSCAPE COST OPINION $127,980 -N- r 1 51 1 mr�m SCALE IN FEET .. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 Date 06-14-21 M • ! r • ► • Loucks Project No. 19767 Project Lead JAS Drawn By GAJ Checked By GAJ Review Date 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1_1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Resolution No. 7207 0 DECIDUOUS TREE PLANTING 1 SCALE: 1/2" = V-0" THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING - ONE PER WIRE ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. w -m LOUCKS Deciduous Tree Planting.dwg LANDSCAPE INSTALLATION COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1 " BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. MULCH FOR TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3884. MULCH FOR SEEDED AREAS WITH SLOPES 15% OR GREATER SHALL BE MNDOT CATEGORY 1, STRAW RD 1S BLANKET CONFORMING WITH MNDOT 3885. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V -CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. 21 q N O N 10 O N O r2 .,,,111111 II11111111111. .,1IIIIIIIIIIIIII�1 I �,_ ,,,,,,,1111111111111II�II �1111111111111111�111��� 11 I��1�1111 IIII 1.,,11111111 �I v It L CONIFEROUS TREE PLANTING 2 SCALE: 1/2" = V-0" THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON UNDISTURBED SUBGRADE CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ■■ LOUCKS Coniferous Tree Planting.dwg WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1 " GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. COMMERCIAL GRADE 5" BLACK POLY EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORM PIECE SIZE. ALL ANNUAL AND PERENNIAL BEDS TO RECIEVE 3" OF MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP MULCH WTH A FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. ROCK MULCH SHALL BE 1 "-1-1/2" GREY TRAP ROCK, 4" DEEP OVER A FIBER MAT WEED BARRIER. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR. WARRANTY SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. ii J J Q (D Z CIO 3 SHRUB PLANTING SCALE: 3/4" = V-0" VARIES SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. PLANTING SOIL - SEE NOTES OR SPEC. MULCH - 3" DEPTH - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. EDGING MATERIAL - SEE NOTES OR SPEC. EDGE VARIES - REFER TO PLAN LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 4 PERENNIAL PLANTING SCALE: 3/4" = V-0" ■■ LOUCKS Shrub Planting.dwg MULCH - 3" MIN DEPTH - SEE NOTES EDGING MATERIAL - SEE NOTES EDGE VARIES - REFER TO PLAN 12" DEPTH (MIN) LOAM PLANTING SOIL - SEE NOTES LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING MODEL: 42" ELBA RESIDENTIAL FENCE BY DELGARD (OR EQUAL) COLOR: BLACK 1-800-235-0185 WWW.DELGARD.COM ■■ LOUCKS Perennial Planting.dwg SQUARE FENCE POST X 1"TOP AND MID RAIL 8" X 5/8" PICKET X 1" BOTTOM RAIL m GRADE EXISTING SUBGRADE CONCRETE FOOTING 42" ORNAMENTAL FENCE - DELGARD 5 SCALE: 3/8" = V-0" ■■ LOUCKS INCH ORN FENCE - DELGARD. :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 Date 06-14-21 M • • -• Loucks Project No. 19767 Project Lead JAS Drawn By GAJ Checked By GAJ Review Date 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS 1_1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS EAGLE RIDGE MULTI -FAMILY NEW CONSTRUCTION Resolution No. 7207 CBS -MN PROPERTIES, LLC 2060 WAYZATA BLVD' 21011 PO BOX 575, LONG LAKE, MN 55356 ORONO, MN 55356 CITY SUBMITTAL 05-19-2021 ' CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AIA, NCARB REGISTRATION NUMBER: 18074 PROJECT CONTACTS CLIENT APPROVAL I ASA REPRESENTATIVE OF: I ACCEPT AND APPROVE THE INFORMATION PRESENTED IN THIS DRAWING SET AS A REPRESENTATION OF OUR DESIGN INTENT. SHOULD OWNER INITIATE CHANGES THAT RESULT IN REVISIONS AND/OR MODIFICATIONS ADDITIONAL DESIGN SERVICE FEES WILL BE CHARGED. TITLE: CIVIL I■ LOUCKS LOUCKS INC 7200 HEMLOCK LANE, SUITE 300, MAPLE GROVE, MN 55369 JEFF SHOPEK - PRINCIPAL 763-496-6715 JHHOPEK@ LOUCKSI NC.COM ARCHITECTURE/ INTERIOR DESIGN MOHAGEN HANSEN ARCHITECTURE I INTERIORS 1000 TWELVE OAKS CENTER DRIVE, SUITE 200 WAYZATA, MN 55391 JENNIFER KAPLAN, AIA - PROJECT MANAGER 952-426-7421 JKAPLAN@MOHAGENHANSEN.COM MohagenHansen.com 7M J_ Q LL J W (D C) F W J Q W J Q CIO U _o CV U J J W_ W n O ry z cit m U Resolution No. 7207 A300 2 FLOOR PLAN KEYNOTES TAG KEYNOTE 1 AREA WELL FOR AIR EXHAUST WITH METAL GRATE COVER. 2 ELEVATOR SHAFT AND ELEVATOR PIT. 3 EXHAUST FAN AND LOUVER GRILL. 4 AREA WELL FOR INTAKE LOUVER GRILL. 4 I I I A300 1 LOWER LEVEL - FLOOR PLAN 11 1 A2OO 1/8" = 1'-0" EAGLE RIDGE MULTI -FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1000 Twelve Oaks Center IVI Dr, Suite 200 Wayzata MN 55391 1, Tel 952-426-7400 Fax 952-426-7440 0� O� �J CD 0� THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE CITY SUBMITTAL 05.19-2021 • • PROJECT NUMBER: 21011 DRAWN BY: J.JOHNSON CHECKED BY: S.PAETZEL DATE: 05-19-2021 COMPUTER DIRECTORY: Eag IeRidge-Multi Fami ly_21011 • FLOOR PLAN - LOWER LEVEL CITY SUBMITTAL TRUE A200 N� NORTH 2 Resolution No. 7207 A300 z FLOOR PLAN KEYNOTES TAG KEYNOTE 1 AREA WELL FOR AIR EXHAUST WITH METAL GRATE COVER. 2 ELEVATOR SHAFT AND ELEVATOR PIT. 3 EXHAUST FAN AND LOUVER GRILL. 4 AREA WELL FOR INTAKE LOUVER GRILL. LEVEL 1- FLOOR PLAN 1/8" = V-0" 4 A300 A300 EAGLE RIDGE MULTI -FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 • 0� O� �J C. 0� THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE CITY SUBMITTAL 05-19-2021 • • PROJECT NUMBER: 21011 DRAWN BY: J.JOHNSON CHECKED BY: S.PAETZEL DATE: 05-19-2021 COMPUTER DIRECTORY: EagleRidge-MultiFamily_21011 • FLOOR PLAN - LEVEL 1 CITY SUBMITTAL N TRUE A201 NORTH Resolution No. 7207 A300 2 FLOOR PLAN KEYNOTES TAG KEYNOTE 1 AREA WELL FOR AIR EXHAUST WITH METAL GRATE COVER. 2 ELEVATOR SHAFT AND ELEVATOR PIT. 3 EXHAUST FAN AND LOUVER GRILL. 4 AREA WELL FOR INTAKE LOUVER GRILL. 4 A300 LEVEL 2 - FLOOR PLAN 1/8" = 1'-0" EAGLE RIDGE MULTI -FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1000 Twelve Oaks Center IVI Dr, Suite 200 Wayzata MN 55391 1, Tel 952-426-7400 Fax 952-426-7440 0� O� �J CD 0� THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE CITY SUBMITTAL 05.19-2021 • • PROJECT NUMBER: 21011 DRAWN BY: J.JOHNSON CHECKED BY: S.PAETZEL DATE: 05-19-2021 COMPUTER DIRECTORY: Eag IeRidge-Multi Fami ly_21011 • FLOOR PLAN - LEVEL 2 CITY SUBMITTAL N TRUE A202 NORTH Resolution No. 7207 A300 2 FLOOR PLAN KEYNOTES TAG KEYNOTE 1 AREA WELL FOR AIR EXHAUST WITH METAL GRATE COVER. 2 ELEVATOR SHAFT AND ELEVATOR PIT. 3 EXHAUST FAN AND LOUVER GRILL. 4 AREA WELL FOR INTAKE LOUVER GRILL. 4 A300 1 LEVEL 3 - FLOOR PLAN A203 11/8" = V-0° EAGLE RIDGE MULTI -FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1000 Twelve Oaks Center IVI Dr, Suite 200 Wayzata MN 55391 1, Tel 952-426-7400 Fax 952-426-7440 0� O� �J CD 0� THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE CITY SUBMITTAL 05.19-2021 • • PROJECT NUMBER: 21011 DRAWN BY: J.JOHNSON CHECKED BY: S.PAETZEL DATE: 05-19-2021 COMPUTER DIRECTORY: Eag IeRidge-Multi Fami ly_21011 • FLOOR PLAN - LEVEL 3 CITY SUBMITTAL TRUE A203 N� NORTH Resolution No. 7207 OUTDOOR DECK LIVING HVAC BEDROOM A 1 BEDROOM DINING 797 S. F• Q O KITCHEN 00 CLOSET L L UND Y rr 26'-6" TYPICAL 1 BEDROOM UNIT A40011/4" = V-0" BATHROOM L _D OUTDOOR (T�TYPICAL 2 BEDROOM UNIT 26 U N ITSA400 1/411 = 1'-0" TYPICAL 2 BEDROOM LARGE UNIT 1/4" = 1'-0" 6 UNITS 14 UNITS 3 JYPICAL 3 BEDROOM UNIT A400 / 1/4" = 1'-0" 2 UNITS • EAGLE RIDGE MULTI -FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 iArchitecture I Interiors Tel 952-426-7400 Fax 952-426-7440 0� es. �J 0� G THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE • • PROJECT NUMBER: 21011 DRAWN BY: Author CHECKED BY: Checker DATE: 05-19-2021 COMPUTER DIRECTORY: Eag IeRidge-Multi Fami Iy_21011 UNIT PLANS CITY SUBMITTAL N A4001 Resolution T T.O. STRUCTURE -A ;�B 0'-4"O. DECK8'-6" LEVEL 3 - FLOOR 119' - 0" LEVEL 2 - FLOOR '11--'109'- 6" LEVEL 1 FLOOR 100'_0 " 1 )ELEVATION -SOUTH A300 J 3/32" = 1'-0" T.O. STRUCTURE -A 130'-4" B.O. DECK 128'-6" LEVEL 3 - FLOOR 119' - 0" LEVEL 2 - FLOOR 109' - 6" LEVEL 1- FLOOR 100' - 0" T BRONZE LA MTL-2 *CMS CSTN- i ELEVATION - EAST A300 3/32" = 1'-0" �E� RE-A 128'-6 LEVEL 3 - FLOOR 119' - 0" jk LEVEL 2 - FLOOR 109' - 6" LEVEL 1- FLOOR 100' - 0" 3 ELEVATION - NORTH ;300 3/32" = 1'-0" TVB.O. OSTRUCTURE-B URE -A co m s c m co m oLEVEL 3 - FLOOR _ 64� 119' - 0" jk LEVEL 2 - FLOOR '11r-'109'- 6" LEVEL 1- FLOOR 100' - 0" (EXTERIOR MATERIALS LEGEND 74)ELEVATION - WEST A300 3/32" = 1'-0" BRK-1 BRICK: STANDARD MODULAR COLOR: RED/BROWN CSTN- CAST STONE: STONEWORKS COLOR: BUFF LIMESTONE MTL-1 METAL PRE -FINISHED COPING AND TRIM: FIRESTONE UNICLAD COLOR: DARK BRONZE MTL-2 METAL RIBBED PANEL- FIRESTONE DELTA COLOR: DARK BRONZE MTL-3 METAL PRE -FINISHED ALUMINUM PERGOLA FRAME AND LOUVERS: COLOR: DARK BRONZE CM- ALUMINUM COMPOSITE METAL PANEL: ALUCOBOND COLOR: DARK BRONZE 1. ALUMINUM STOREFRONT FRAMES/ MULLIONS: DARK BRONZE 2. VENTING/ LOUVERS: DARK BRONZE 3. BALCONY METAL: DARK BRONZE, BALCONY METAL RAILING: DARK BRONZE, BALCONY RAILING SCREEN: CLEAR GLAZING 4. METAL PRE -FINISHED PLANTER BOXES: DARK BRONZE 5. ALUMINUM PERGOLA: MTL-3 6. ARCHITECTTO BE PROVIDED WITH ALL SAMPLES BEFORE CONSTRUCTION TO REVIEW AND APPROVE. T.O. STRUCTURE -13 -'d. S-RUCTURE-A 130'-4" B.O. DECK 128'-6" LEVEL 3 - FLOOR 119' - 0" PIN LETTER SIGNAGE: DARK BRONZE ---- (� GRAD( LEVEL 2 - FLOOR 109'-6" LEVEL 1- FLOOR 1001-01, 6_"'� ELEVATION - EAST 2 A300 3/32" = 1'-0" A300 1 LOWER LEVEL 89'- 4" (A300) s KEYPLAN A300 J 1" = 40'-0" A300 EAGLE RIDGE MULTI -FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 H Acfi it �ct we In te,i ors Tel 952-426-7400 Fax 952-426-7440 O� O� QJ V THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE CITY SUBMITTAL 05-19-2021 • • PROJECT NUMBER: 21011 DRAWN BY: Author CHECKED BY: S.PAETZEL DATE: 05-19-2021 COMPUTER DIRECTORY: Eag IeRidge-Multi Fami Iy_21011 • EXTERIOR BUILDING ELEVATIONS CITY SUBMITTAL N (J) A300 Resolution No. 7207 RENDERING - ENTRY 12" = V-0" i RENDERING - DRIVE UP 300 12° = 1'-0° �411111%LL r � A .dF—= EAGLE RIDGE MULTI -FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 1 , Tel 952-426-7400 Fax 952-426-7440 0� O� �J 0� THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE CITY SUBMITTAL 05.19-2021 • PROJECT NUMBER: 21011 DRAWN BY: J.JOHNSON CHECKED BY: S.PAETZEL DATE: 05-19-2021 COMPUTER DIRECTORY: Eag IeRidge-Multi Fami ly_21011 RENDERINGS CITY SUBMITTAL N A300A Resolution No. 7207 0 lot Out 'o t D A R 2.1 3.1 2. 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - 102----- f (DIRCETIO j 1.7 2.8 3. .9 3.0 2. 0.5 0. 0.1 0.1 0.0 0.0 Ci®2 .0 0.0 0.0 - - - -0 .-0 - -0A 0.0 - 0.0 0.0 .0 - 0.0 0.0 0. 0.0 0.0 0 AND INVERT ARE UNKNOWN) 6 2. 3.1 2. 3.3 4.2 4.6 .6 0.2 0.2 0.1 0.1 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0. 0.0 0. 0.0 0. .0 0. 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MH: 2 3.2 4.5 4.6 3.5 2.3 1.2 0.5 0 1 0.0 .0 0. 4.5 7 5.3 3.9 .5 1.3 .5 0 1 C .0 0. 0. 5.,2 6.4 6 Ap10 2 5 0. 0.1 .0 0.0 0 I I 4.6 5.2 3. 2..5 0.1 .0 0.0 0.0 c 3.4 4.8 4.5 3. 2.2 .1 0 5 .0 0.0 0 0 21.7 .9 1 9 .0 0.4 .1 .0 0.0 0 0 1 6 .8 0.4 .1 1 0.0 0.0 0.0 M 04' 3. 2. .5 .8 0.3 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 1 ---- \ 2.7 3.4 3 0 2. 0.1 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 0 I \ 2.9 3.4 2.8 2 0 1 .0 \ ,1 2.4 2.8 2.4 1.8 .1 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 1.1 1.6 2.0 1.9 1.4 0.9 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0. 1.2 1.3 1.0 0. 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OH 0.3 0. 0.7 0.7------ 0.5 0.3 O --L 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 OH ELE OH OH OH OH OH E L ELE TF EL TETFr TEES EL TEL------�ETEL mEL _ TF7 T L TEL 0 SAN MH 0 T P=10 2.9 RIM=1001.3 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min LOT Planar Illuminance Fc 1.43 6.4 0.0 N.A. N.A. Luminaire Schedule Symbol Qty Label Manufacturer Description Arrangement Lum. Lumens Lum. Watts LLF 0 2 AA ASL1 -1 60L-1 00 -4K7 -3-U SINGLE 12010 87.6 0.950 0 6 AA2 ASL2-320L-145-4K7-3-U SINGLE 20738 143 0.950 1. Lighting Reflectance of 80/50/20 used unless noted otherwise 2. Interior calc points shown at 30" A.F.F. unless noted otherwise 3. Exterior calc points shown at grade unless noted otherwise 4. Emergency egress calc points shown at 0" A.F.F. 5. Photometric drawings are for Design purposes only, not for Construction documents 2 IRT O 04 (� In In Z Z P: 2 >: _� J O J = J O = 0)LU Z J c V In d N 4aa 0 W Z V L� Z r Q V j J Q 4M EMEW 4-; U) N N O p C C }, O (n O E O W O p p ' > E > �oocn�� E4-0 O C6 C -�e r- U) C �--� �_ M O 4-0J U) U ECo W V W �I V Q W Page M of 1 co N I 0 U O Q N Qj � N O U)U C9 L N Qj N :Off - 0 I..L