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4.1. PCSR 06-27-2023Request for Action To Item Number Planning Commission 4.1 Agenda Section Meeting Date Prepared by Public Hearings June 27, 2023 Zack Carlton, Community Development Director Item Description Reviewed by Vinje Investments LLC - PID’s 75-011-2401, 75-011-Chris Leeseberg, Senior Planner 2120, 75-011-3203, 75-011-3235 Reviewed by  Land Use Amendment from Business Park to Highway Business, Case No. LU 23-03  Zone Change from FAST (H) to PUD, Case No. ZC 23-01  Conditional Use Permit for a Planned Unit Development, Case No. CU 23-06  Preliminary Plat of Vinje Commercial Addition, Case No. P 23-03 Action Requested Recommend, by motion, approval of the Land Use Amendment changing the guidance from Business Park to Highway Business, with the following conditions: 1. The associated Zone Change (ZC 23-01) and CUP (CU 23-06) applications shall be approved by the City Council. Recommend, by motion, approval of the proposed zone change from FAST (H) to Planned Unit Development (PUD), with the following conditions: 1. City Council approval of associated Land Use Amendment (LU 23-03). 2. A PUD agreement shall be approved by the City Council prior to recording the Zone Change. Recommend, by motion, approval of the Conditional Use Permit establishing a residential Planned Unit Development (PUD), with the following conditions: 1. A PUD Agreement shall be developed and signed by both parties prior to issuance of a building permit. 2. Streets, access, and circulation, must comply with MN State Fire Code Chapter 5 and Appendix D. 3. Staff approval of all site, utility, engineering, and landscaping plans. 4. State approval of all wetland permits related to the proposed wetland impacts. 5. Approval of the updated landscape plan The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity. Updated: January 2023 6. Buildings within the PUD shall comply with the Business Park design standards. This applies to all facades clearly visible from public streets. 7. Fencing clearly visible from the public street shall be of a wrought iron style. Fencing not clearly visible from the street shall be black chain-link. 8. All outdoor storage areas shall be screened with a 100% opaque fence. 9. The driveway access to Twin Lakes Road will be reduced to a right-in-right-out when Twin Lakes Road is improved to a 4-lane divided roadway. 10. Future development phases will be reviewed utilizing the CUP process as outlined in city ordinances. 11. Improvements within city right-of-way are limited to paving, curbing, grading, and utility work. Improvements such as fencing will not be permitted. Recommend, by motion, approval of the Preliminary Plat of Vinje Commercial Addition with the following conditions: 1. Council approval of the related Land Use Amendment (LU 23-03), Zone Change (ZC 23-01) and Conditional Use Permit (CU 23-06). 2. The preliminary plat shall be updated to include the proposed billboard within Lot 1, Block 1. 3. There will be no future access to Highway 10. Background/Discussion The applicant has submitted updated plans which remove all structures and permanent impacts from the public right-of-way. The updated plans still propose establishment of a Planned Unit Development (PUD) near the th intersection of Twin Lakes Road and 168 Circle NW. The site is approximately 15 acres, and the concept plan includes a mini-storage facility, future commercial spaces, and future light industrial and office space. These uses are generally consistent with the surrounding uses, but updates to the city’s Comprehensive Plan and Zoning Map are required. Some of the proposed land use and zone changes associated with the city-initiated changes later during this meeting conflict with the current request. If recommended for approval, staff will update the final land use and zoning map to reflect those recommendations. The site is currently zoned FAST (H), and the land use guidance is split between Highway Business and Business Park. PUD Concept Plan The submitted PUD concept plan includes a mini-storage facility that would be developed upon approval of the current application package and future uses that include commercial, light industrial, office spaces, and a billboard. The only use that will access the existing street (Twin Lakes Road) is the proposed mini storage. The remaining uses will require the development of a city street that is currently shown on a city owned parcel. The proposed street includes a cul-de-sac and driveways to serve future uses. This street and the required right-of-way are not included in this application package, and any future development of the site will require acquisition, by the developer, of a portion of city owned land. The current project, a mini-storage facility, no longer incorporates a portion of city owned property. However, the plans recognize a wider than normal right-of-way and request significant reductions to the setbacks along that property line. At full development of Twin Lakes Road as a 4-lane divided roadway, the setbacks from the street would appear consistent with other types of developments in the area. The PUD concept plan will be included in the required PUD agreement which will be reviewed and approved by the Council later. The agreement will outline performance and design standards for buildings within the district. The applicant has proposed keeping the existing billboard located along Highway 10. City ordinance identifies billboards as a principal use of the property, requiring their removal when the property is dedicated to a new use. The concept plan is proposed to be amended to include the billboard as an accessory use on the same lot as the mini-storage facility. Mini Storage Project As noted above, the PUD concept plan includes a number of uses, but the applicant is requesting approval of the mini-storage use with the current application package. Site Plan The storage facility will access Twin Lakes Road through one proposed driveway in the NE corner of the site. The current driveway is shown as full-access, but this will be changed with future improvements to Twin Lakes Road as it is further developed as a 4-lane divided corridor. When the street is upgraded, access to the site will be restricted to right-in-right-out only. Plans identify six buildings of varying sizes that will be rented to the general public for storage uses. The remainder of the site consists of parking and drive areas to support access to the buildings. These improvements impact a delineated wetland, and the applicant is required to comply with state standards for approval of the impacts. Parking and drive areas are bound by B612 curb and gutter and paved with bituminous. Architectural Review The submitted plans show the building to generally be finished with metal panels of two contrasting colors. Due to the location on Twin Lakes Road and the proximity of the site to Business Park uses, which require upgraded design standards, staff has recommended a condition that the buildings, and all of those proposed within the PUD, comply with the design standards outlined in the Business Park Zoning district. This will require additional material changes (likely adding brick or stone veneer and to add additional contrast and interest) to ensure that projects developed along planned primary corridors are generally consistent. Staff recommends this standard apply to all facades clearly visible from the public right-of-way. All fencing proposed for this project shall consist of a wrought-iron style where clearly visible from the public right-of-way. The fencing will need to be modified to screen any proposed outdoor storage areas. Applicable Regulations Zone Change In reviewing a proposed amendment, consideration shall be given to existing conditions within the area directly and indirectly affected by the proposal, the conservation of property values, the use to which the property affected is being devoted at the time, and relevant provisions, if any, in the land use plan. In addition to the requested zone change, the applicant has requested a land use amendment that will impact a portion of the subject site. The proposed amendment will establish a single land use, Highway Business, for the entire site. While the long-term plans included in the PUD plan include a variety of uses, the proposed uses within the district and the Comprehensive Plan support the rezoning to PUD. Conditional Use Permit/PUD City ordinances outline the process for reviewing a proposed Planned Unit Development project and include a series of standards that the proposal should be evaluated against. Sec 30-1564 outlines these standards as follows: 1. Land will be zoned into the PUD zoning district only upon approval of a concept plan for the PUD, pursuant to the procedure set forth in this section. A PUD will be authorized on land in a PUD zoning district only upon issuance of a conditional use permit, pursuant to the procedure set forth in this section. The applicant has submitted a PUD concept plan as part of their application package. The plan includes a ministorage facility, commercial uses, light industrial, and a proposal to retain the existing billboard. The concept plan includes potential parking and drive areas within the property, and impacts to a portion of the city owned lot south of the project. The proposed impacts on the city owned lot are not being considered as part of this request and any future impacts to the city parcel will need additional reviews and approvals from the City Council. 2. The uses allowed in a PUD shall be limited to land uses consistent with the city's comprehensive plan and land use map, and to those uses identified in the concept plan for the PUD zoning district and the conditional use permit for the PUD. An update to the Comprehensive Plan is included in the current application package. Approval of this update will establish consistency with the proposed uses in the PUD concept plan and the Comprehensive Plan. The uses will be outlined in the PUD Agreement and future development within the district will utilize the Conditional Use Permit process to ensure consistency with city ordinances and the proposed plan. 3. The area of land to be included in a PUD shall be in uniform control of the applicant. The concept plan includes a future street that is on city owned property. This improvement will require additional approval from the Council. Those approvals have not been requested at this time, and future improvements will not be authorized until that occurs. The previously proposed improvements within the right-of-way have been removed with the current construction plans. 4. A PUD shall be designed to form a desirable unified environment within its proposed boundaries, including uniform design elements, landscaping, lighting and signage. The current concept plan is designed as one plan, to include drainage guidance for stormwater ponds and possible wetland impacts. The wetland delineation has been reviewed and approved by the city and state, but impacts to the wetland will require additional approvals. 5. A PUD shall not cause undesirable impacts on adjacent lands and land uses. In particular, uses on the PUD perimeter shall be compatible with adjacent uses outside the PUD. Nearby land uses include industrial and commercial uses similar to those proposed within the proposed PUD. The existing uses are consistent with surrounding properties. 6. A PUD shall be served by adequate transportation, water, sanitary sewer and drainage systems. The project area will be served by public services and detailed plans will be reviewed with each phase of the project. The PUD agreement will require all future improvements to follow the CUP process to ensure the project area adequately accounts for the proposed impacts. 7. A PUD shall not adversely affect existing or proposed parks, schools, streets or other public facilities. The current use proposed with this first phase of the PUD project proposes a single connection to the east half of a future 4-lane divided roadway. This connection will be reduced to a right-in-right-out at full build out of the roadway. The full development of the surrounding road network will support the proposed uses, and this proposed first phase does not adversely affect the existing public facilities. Full development of the concept plan will also require additional public street improvements to provide access to the uses in the southwest corner of the concept plan. 8. The council may establish varied and reasonable lot area, frontage, side yard, and setback requirements for a PUD and may authorize a density which it determines to be appropriate under the circumstances. Any permitted density shall be consistent with the city's comprehensive plan and not adversely affect the public health, safety and welfare. Approval of a PUD agreement, outlining the performance standards and approval process for the current project and future development within the concept plan, is included as a condition of approval. The review and approval of that agreement will take place during a following meeting. 9. More than one principal building may be constructed on a lot within a PUD if authorized by the council. Unless otherwise permitted by the council, a PUD shall comply with the schedules of dimensional regulations set forth in this article, except that individual lots shall have no less than 80 percent of the minimum area for similar uses. The project does not conflict with standards described in city code. Preliminary Plat City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat. 1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the zoning regulations and this article. The proposed subdivision requires approval of a rezoning application. Provided the zoning is amended to PUD, and recommended conditions are included, the proposed subdivision is consistent with all zoning regulations. 2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. The subdivision is consistent with all applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. The physical characteristics of the site support the proposed use. The wetland impacts will be reviewed by the city and state through the established review process. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required in this article. The subdivision includes public utilities and stormwater infrastructure that meets city requirements. Additional permits required to comply with erosion control standards are required and must be secured prior to building permit issuance. 5. The proposed subdivision will not cause substantial environmental damage. Again, wetland impacts are under review, and approval of those impacts is included as a condition of approval. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. There are no conflicts with easements of record. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. Neighboring properties are largely developed, and the uses are consistent with the proposed uses. The subdivision will not impact reasonable development of neighboring land. 8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. In reviewing the standards for approval of a Land Use Amendment, Zone Change, Planned Unit Development, and Preliminary Plat, the proposed project meets the standards, and is recommended for approval with the outlined conditions. Financial Impact None Mission/Policy/Goal Supports the growth and development of the business community. Attachments  Location Map  Applicant’s Narrative  PUD Concept Plan  Ministorage Site Plans  Ministorage Architectural Plans  Preliminary Plat PROJECT LOCATIONSITEMINNESOTA VINJE COMMERCIAL ADDITION PRELIMINARY PLAT LUCAS STORAGE PLUS CUP PLANS COMMERCIAL SITE IMPROVEMENT PROJECT ELK RIVER, MN CITY OF ELK RIVER, MNSHERBURNE COUNTY SITESITE C0 INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE SITE FFE 889.58 GFE 887.38 LFE 881.28 SS SSSS SS CO CO C C TBXTBXHH FES INV=876.66 EM SS SSMH RE=888.07 INV=872.35 (E) INV=872.33 (W) INV=872.71 (S)WV887.22CB RE=886.84 INV=883.54 (N, S) CB RE=886.95 INV=883.37 (S, ENE) SS SSMH RE=887.65 INV=872.01 (S) INV=871.94 (E) INV=871.90 (W)WV887.60WV 887.60 WV887.52WV 888.78 WV888.80WV 888.76 SS SSMH RE=888.78 CB RE=884.48 INV=880.58 (E, W) SS SSMH RE=885.10 SS SSMH RE=885.80 SS SSMH RE=886.11 WV 885.64 SS SSMH RE=885.05 TP 879.06 1/2" IP #8194 1/2" IP #81941/2" IP #21729 ROW MARKER 887.7 1/2" IP #8194 1/2" IP #18420 TN H TNH 888.61 TN H TNH 888.16 TN H TNH 890.92 24" RCP 15" RCPBILLBOARD SIGN BILLBOARD SIGN TRAFFIC SIGNEXISTINGHOUSE#16807Deck90°90°90°11 0 ° 3 2 ' 3 0 "69°27'30"150 75 150 75 Bituminous Gravel Drive 5025 5025NORTHERN NATURAL GAS COMPANY EASEMENT PER DOC. NOS. 181915 & 26764053.95 145.05 N89°52'25"E 412.58 (871.13±)S02°21'15"W (521.1)(275.0)(200.00)(273.85± )(66.0)N02°21'15"E (232.4±)(532.80±)(47.9±)(237.3±)N07°24'44"W 556.46(635.72) 81.58 C1.0 INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE EXISTING PROPERTY DESCRIPTIONS SETBACKS (P.U.D): MINIMUM LOT REQUIREMENTS (P.U.D) PROPOSED LEGAL DESCRIPTION LEGEND: WL PROJECT LOCATION SURVEY DATA WETLAND DELINEATION FFE 889.58 GFE 887.38 LFE 881.28 SS SSSS SS CO CO C C TBXTBXHH FES INV=876.66 EM SS SSMH RE=888.07 INV=872.35 (E) INV=872.33 (W) INV=872.71 (S)WV887.22CB RE=886.84 INV=883.54 (N, S) CB RE=886.95 INV=883.37 (S, ENE) SS SSMH RE=887.65 INV=872.01 (S) INV=871.94 (E) INV=871.90 (W)WV887.60WV 887.60 WV887.52WV 888.78 WV888.80WV 888.76 SS SSMH RE=888.78 CB RE=884.48 INV=880.58 (E, W) SS SSMH RE=885.10 SS SSMH RE=885.80 SS SSMH RE=886.11 WV 885.64 SS SSMH RE=885.05 TP 879.06 1/2" IP #8194 1/2" IP #81941/2" IP #21729 ROW MARKER 887.7 1/2" IP #8194 1/2" IP #18420 TN H TNH 888.61 TN H TNH 888.16 TN H TNH 890.92 24" RCP 15" RCPBILLBOARD SIGN BILLBOARD SIGN TRAFFIC SIGNEXISTINGHOUSE#16807Deck90°90°90°11 0 ° 3 2 ' 3 0 "69°27'30"150 75 150 75 Bituminous Gravel Drive 5025 5025NORTHERN NATURAL GAS COMPANY EASEMENT PER DOC. NOS. 181915 & 26764053.95 145.05 N89°52'25"E 412.58 (871.13±)S02°21'15"W (521.1)(275.0)(200.00)(273.85± )(66.0)N02°21'15"E (232.4±)(532.80±)(47.9±)(237.3±)N07°24'44"W 556.46(635.72) 81.58 C1.1 INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE SITE DATA: LEGEND: WL SITE PLAN NOTES GENERAL NOTES PARKING DATA: BUILDING DATA EXISTING PROPERTY DESCRIPTIONS PROPOSED LEGAL DESCRIPTION PROJECT LOCATION SURVEY DATA FES INV=876.66 CB RE=884.48 INV=880.58 (E, W) SS SSMH RE=885.10 SS SSMH RE=885.80 SS SSMH RE=886.11 WV 885.64 SS SSMH RE=885.05 TP 879.06 1/2" IP #8194 TN H TNH 888.61 TN H TNH 888.16 5025 NORTHERN NATURAL GAS COMPANY EASEMENT PER DOC. NOS. 181915 & 2676401P STORM WATERMANAGEMENT BASINPOND BOTTOM=871.0NWL=877.00 (4" DIA. OUTLET)2YR=878.3010YR=878.87100 YR=879.38EOF=880.5TOP OF BERM=881.0 C2 LEGEND: INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE SURVEY DATA FES INV=876.66 CB RE=884.48 INV=880.58 (E, W) SS SSMH RE=885.10 SS SSMH RE=885.80 SS SSMH RE=886.11 WV 885.64 SS SSMH RE=885.05 TP 879.06 1/2" IP #8194 TN HTNH 888.61 TN H TNH 888.16 24" RCP 5025 NORTHERN NATURAL GAS COMPANY EASEMENT PER DOC. NOS. 181915 & 267640145.05 N89°52'25"E 412.58 (871.13±)(532.80±)N07°24'44"W 556.4681.58 1P STORM WATERMANAGEMENT BASINPOND BOTTOM=871.0NWL=877.00 (4" DIA. OUTLET)2YR=878.3010YR=878.87100 YR=879.38EOF=880.5TOP OF BERM=881.0 C3 LEGEND: SURVEY DATA INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE FES INV=876.66 CB RE=884.48 INV=880.58 (E, W) SS SSMH RE=885.10 SS SSMH RE=885.80 SS SSMH RE=886.11 WV 885.64 TP 879.06 1/2" IP #8194 TN H TNH 888.61 TN H TNH 888.16 50 25 NORTHERN NATURAL GAS COMPANY EASEMENT PER DOC. NOS. 181915 & 267640C4 EROSION CONTROL INSTALLATION SCHEDULE EROSION CONTROL NOTES EROSION CONTROL MAINTENANCE SCHEDULE SWPP NARRATIVE POLLUTION PREVENTION NOTES RESPONSIBLE PARTY DESIGN CALCULATIONS SWPPP Designer: Owner: DAVID VINJE Contractor: Manager: David Vinje EROSION CONTROL QUANTITIES: LEGEND: LOCATION OF SWPPP REQUIREMENTS IN PLANS SWPPP AMENDMENTS SURVEY DATA VEGETATION GROUND COVER SCHEDULE INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE EXISTING PROPERTY DESCRIPTIONS PROPOSED LEGAL DESCRIPTION PROJECT LOCATION SITE DATA: FFE 889.58 GFE 887.38 LFE 881.28 SS SSSS SS CO CO C C TBXTBXHH FES INV=876.66 EM SS SSMH RE=888.07 INV=872.35 (E) INV=872.33 (W) INV=872.71 (S)WV887.22CB RE=886.84 INV=883.54 (N, S) CB RE=886.95 INV=883.37 (S, ENE) SS SSMH RE=887.65 INV=872.01 (S) INV=871.94 (E) INV=871.90 (W)WV887.60WV 887.60 WV887.52WV 888.78 WV888.80WV 888.76 SS SSMH RE=888.78 CB RE=884.48 INV=880.58 (E, W) SS SSMH RE=885.10 SS SSMH RE=885.80 SS SSMH RE=886.11 WV 885.64 SS SSMH RE=885.05 TP 879.06 1/2" IP #8194 1/2" IP #81941/2" IP #21729 ROW MARKER 887.7 1/2" IP #8194 1/2" IP #18420 TN H TNH 888.61 TN H TNH 888.16 TN H TNH 890.9290°90°90°11 0 ° 3 2 ' 3 0 "69°27'30"150 75 150 75 5025 5025NORTHERN NATURAL GAS COMPANY EASEMENT PER DOC. NOS. 181915 & 26764053.95 145.05 N89°52'25"E 412.58 (871.13±)S02°21'15"W (521.1)(275.0)(200.00)(273.85±)(66.0)N02°21'15"E (232.4±)(532.80±)(47.9±)(237.3±)N07°24'44"W 556.46(635.72) 81.58 C5 LEGEND: DEMOLITION NOTES INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE EXISTING PROPERTY DESCRIPTIONS PROPOSED LEGAL DESCRIPTION PROJECT LOCATION SURVEY DATA C6.1 BITUMINOUS PAVEMENT CONCRETE PAVEMENT - HEAVY DUTY INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE C6.2 INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN6106 Excelsior Blvd #8, Minneapolis, MN 55416 763-439-2513 david@atticstobasements.com DAVID VINJE STORM WATER MANAGEMENT POND OUTLET CONTROL STRUCTURE OCS-1 HANDICAP SIGN FINISH GRADE 3"2'-0"1'-0" CONCRETE12"18"18"5'WHITE ON BLUE BLACK ON WHITE W/ 1.5" LETTERS THIS SIGN TYP @ EACH HANDICAP PARKING SPACE 3" GALVANIZED STEEL POLE HANDICAP SIGN FES INV=876.66 CB RE=884.48 INV=880.58 (E, W) SS SSMH RE=885.10 SS SSMH RE=885.80 SS SSMH RE=886.11 WV 885.64 TP 879.06 [] IP 1/2IN 8194 888.2 TN H TN H TNH 888.16 50 25 NORTHERN NATURAL GAS COMPANY EASEMENT PER DOC. NOS. 181915 & 267640145.05 N89°52'25"E 412.58 (871.13±)(532.80±)N07°24'44"W 556.4681.58 5 PRE LOW MAINTENANCE SEED MIXTURE LOW MAINTENANCE SEED MIXTURE LOW MAINTENANCE SEED MIXTURE 5 NP 3 SWO 3 BH 6 RPM3 BH 5 RIV 5 RPM 6 CS 5 RIV 3 SWO 5 CS 3 SWO 5 NP LOW MAINTENANCE SEED MIXTURE 18" WIDE ROCK MULCH MAINTENANCE STRIP 18" WIDE ROCK MULCH MAINTENANCE STRIP LANDSCAPE CALCULATIONS: PER THE CITY OF ELK RIVER LANDSCAPE ORDINANCE, REQUIRED LANDSCAPE QUANTITIES FOR THIS PROJECT ARE CALCULATED AS FOLLOWS: 1.TREE PLANTINGS USING THE FOLLOWING FORMULA: ·THREE (3) TREES PLUS ·ONE FOR EVERY 40 LF OF SITE PERIMETER = 2345 LF/40 = 58.6 TREES (ROUNDED UP TO 59) ·TOTAL OF 62 REQUIRED - 62 PROVIDED 2.LANDSCAPING PROVIDED AS FOLLOWS: ·DECIDUOUS OVERSTORY TREES = 35 TREES ·CONIFEROUS TREES = 27 TREES ·ORNAMENTAL TREES = 0 TREES ·SHRUBS = MINIMAL - TBD 4.TREES WILL BE PLANTED AT THE MINIMUM SIZES AS SHOWN ON THE PLANT SCHEDULE. PROPOSED MINIMUM SIZES ARE: ·2.0" CAL. FOR DECIDUOUS TREES ·6' HEIGHT FOR CONIFEROUS TREES ·1.5" CAL. FOR ORNAMENTAL TREES ·24" HEIGHT FOR CONIFEROUS SHRUBS ·24" HEIGHT FOR DECIDUOS SHRUBS TREE PLANTING SCHEDULE: GRAPHIC MATERIAL ROCK MULCH SOD BLUEGRASS PEAT SOD ON AT LEAST 4" TOPSOIL SPECIFICATION NOTES 1.5" DIAMETER CRUSHED GRANITE ROCK MULCH OVER FILTER FABRIC N/A 0 15'30'60' SCALE: 1" = 30'-0"NORTH OVERALL TREE PLANTING & LANDSCAPE PLAN: Registration #: Signature: I hereby certify that this plan was prepared by me or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota. Drawn By: Checked By: Sheet Title: Date: Revision: Project #: Name:Paul Kangas 26017 14165 James Road - Suite 200A Rogers, MN 55374 Phone: 612-237-8355 www.insideoutsidearchitecture.com Sheet Number: COPYRIGHT 2023 © This plan is copyrighted and shall be used only for the project shown and shall not be copied or reproduced without written permission from Inside Outside Architecture, Inc. Project Name: Inside OA utside rchitecture Inc. 3" DEPTH GROUNDCOVER SCHEDULE: ORNAMENTAL TREES ABS AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grandiflora 'Autumn Brilliance'B&B RIVER BIRCHRIV10 Betula nigra SINGLE STEMB&B SWAMP WHITE OAKSWO9 Quercus bicolor SINGLE STEMB&B EVERGREEN TREES NP NORWAY PINE FULL FORMPinus resinosa 6' HGT B&B REDPOINT MAPLERPM11 Acer rubrum 'Redpoint'B&B SINGLE STEM DECIDUOUS TREES 1.5" CAL PRAIRIEFIRE CRABAPPLEPFC Malus x 'Prairiefire'1.5" CAL B&B - 10 PRINCETON ELMPRE5 Ulmus americana 'Princeton'SINGLE STEMB&B2.0" CAL SPRING SNOW CRABAPPLESSC Malus x ' Spring Snow'B&B SINGLE STEM1.5" CAL - - SINGLE STEM SINGLE STEM SEED LOW MAINTENANCE TURF SEEDING AT 200 LBS/ACRE MNDOT #25-131 JAPANESE TREE-LILACJTL Syringa reticulata 'Ivory Silk'1.5" CAL B&B SINGLE STEM - RED SPLENDOR CRABAPPLERSC Malus x 'Red Splendor'1.5" CAL B&B SINGLE STEM- PRELI M I N A R Y DRAW I N G S NOT F O R C O N S T R U C T I O N BH BLACK HILLS SPRUCE FULL FORMPicea glauca densata 6' HGT B&B6 FORCE STORAGE Elk River, Minnesota - 6-20-2023 -- -- PK PK LANDSCAPE PLAN & SCHEDULE L1-1CSCOLORADO SPRUCE FULL FORMPicea pungens 6' HGT B&B11 2.0" CAL 2.0" CAL 2.0" CAL Registration #: Signature: I hereby certify that this plan was prepared by me or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota. Drawn By: Checked By: Sheet Title: Date: Revision: Project #: Name:Paul Kangas 26017 14165 James Road - Suite 200A Rogers, MN 55374 Phone: 612-237-8355 www.insideoutsidearchitecture.com Sheet Number: COPYRIGHT 2023 © This plan is copyrighted and shall be used only for the project shown and shall not be copied or reproduced without written permission from Inside Outside Architecture, Inc. Project Name: Inside OA utside rchitecture Inc. PRELI M I N A R Y DRAW I N G S NOT F O R C O N S T R U C T I O N THE CONTRACTOR SHALL: VISIT SITE PRIOR TO SUBMITTING BID TO INSPECT INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE SCOPE OF WORK. VERIFY THE LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES THAT WOULD COMPROMISE THE DESIGN OR INTENT OF THE PROJECT LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. PROTECT ALL EXISTING FEATURES FROM DAMAGE DURING PLANTING OPERATIONS. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. CALL GOPHER-ONE TO VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS. ESTABLISH TO THEIR SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. UTILITIES, BACKGROUND INFORMATION, AND LAYOUT: ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. ADEQUATELY COMPACT ANY EXCAVATED AREAS TO AVOID FUTURE SETTLEMENT. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES THAT WOULD COMPROMISE THE DESIGN INTENT PRIOR TO BEGINNING CONSTRUCTION. 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. LANDSCAPE INSTALLATION AND PHASING: COORDINATE THE LANDSCAPING AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTINGS SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE PLANTING AREAS. PLANT MATERIALS: ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE NURSERY STOCK STANDARDS AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA). PLANTS SHALL NOT BE STOCKPILED ON SITE ANY LONGER THAN NECESSARY AND SHALL HAVE ADEQUATE WATERING AT ALL TIMES PRIOR TO PLANTING. PLANTS THAT SHOW OBVIOUS SIGNS OF DISTRESS FROM HEAT, OR LACK OF WATER, SHALL NOT BE INSTALLED. ROOT BALLS FOR ALL TREES SHALL BE COVERED WITH MULCH WHILE AWAITING PLANTING. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE THE ROOT FLARE. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE THE ROOT FLARE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL HAVE A FULL, NATURAL FORM CONSISTENT WITH THE SPECIES. THE LANDSCAPE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF ANY DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING PRIOR TO ANY DIGGING. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS ARE OCCASIONALLY NEEDED IN THE FIELD. SHOULD AN ADJUSTMENT BE REQUIRED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED IN ADVANCE TO DISCUSS AN ACCEPTABLE MODIFICATION.. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 0-20-20 OF 12 OZ PER 2.5" CALIPER PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 8" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEA/COMPOST AND 10 PARTS SAND. ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR TTHEIR PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. 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. EDGING AND MAINTENANCE STRIPS: BLACK POWDER COATED STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. MAINTENANCE STRIPS SHALL HAVE EDGER AND MULCH AS SPECIFIED OR AS INDICATED ON DRAWINGS. MULCHING: ROCK MULCH OR COBBLE SHALL BE CLEAN AND FREE OF ANY SIGNIFICANT DIRT, SOIL, OR ORGANIC MATTER THAT WILL PROMOTE WEED GROWTH. HIGH QUALITY GEOTEXTILE FABRIC, WITH EDGES OVERLAPPED AT LEAST 12", SHALL BE PLACED UNDER ALL ROCK MULCH. ALL SHRUB BED MASSES SHALL RECEIVE 3" COMPACTED DEPTH LAYER OF BROWN SHREDDED WOOD MULCH WITH A UNIFORM TREATMENT OF PRE-EMERGENT HERBICIDE (PREEN OR EQUAL) APPLIED PRIOR TO MULCHING. ALL PERENNIAL PLANTING BEDS SHALL RECEIVE 3" COMPACTED DEPTH LAYER OF BROWN SHREDDED WOOD MULCH WITH A UNIFORM TREATMENT OF PRE-EMERGENT HERBICIDE (PREEN OR EQUAL) APPLIED PRIOR TO MULCHING. ALL TREES SHALL HAVE A MULCH RING (MINIMUM 48" DIAMETER) OF 4" DEEP SHREDDED HARDWOOD MULCH WITH NONE IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDED RATES UNDER ALL MULCHED AREAS INCLUDING TREE MULCH RINGS. IRRIGATION: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. UNLESS SPECIFICALLY NOTED OTHERWISE, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SHOP DRAWING AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THE IRRIGATION SHOP DRAWINGS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS OR INSTALLATION. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. TURF OR OTHER SEEDED AREAS SHALL BE ON DIFFERENT ZONES THAN PLANTING BEDS IN ORDER TO CONTROL WATER FLOW TO DIFFERING PLANT SPECIES. IRRIGATION TRENCHES SHALL BE ADEQUATELY COMPACTED TO AVOID SETTLEMENT IN THE FUTURE. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. SEEDING AND SODDING: SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED PER MNDOT SPECS UNLESS OTHERWISE NOTED. ALL SEEDED AREAS WITH SLOPES STEEPER THAN 4:1 SHALL HAVE STRAW MAT, OR OTHER SUITABLE EROSION CONTROL METHODS, IN PLACE IMMEDIATELY AFTER SEEDING. WHERE SOD OR SEED ABUTS A PAVED SURFACE, FINISHED GRADE SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. SOD MUST BE STAKED WITH WOOD LATH OR METAL STAKES ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES. CALENDAR OR CLIMATIC RESTRICTIONS: THE PREFERRED SODDING WINDOW IS FROM AUGUST 15th - OCTOBER 15th. HOWEVER, SOD MAY BE INSTALLED AT ANY TIME PROVIDED ADEQUATE IRRIGATION COVERAGE IS AVAILABLE. IF NO IRRIGATION IS AVAILABLE, THE CONTRACTOR IS RESPONSIBLE FOR SUPPLEMENTAL WATERING AS NEEDED FOR SOD ESTABLISHMENT. THE PREFERRED FALL SEEDING WINDOW, FOR SITES WITHOUT IRRIGATION, IS FROM AUGUST 15th - SEPTEMBER 15th. DORMANT SEEDING MAY OCCUR AFTER SOIL TEMPERATURES ARE CONSISTENTLY BELOW 45 DEGREES AND SHOULD GENERALLY NOT OCCUR PRIOR TO NOVEMBER 1st. LANDSCAPE PLANTING SHOULD GENERALLY OCCUR FROM MAY 1st - JUNE 15th OR FROM SEPTEMBER 1st - OCTOBER 15th. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED, BUT CAN OCCUR WITH PROPER CARE OF NURSERY STOCK ON SITE AND WITH AMPLE WATERING. PLANTING SHALL NOT OCCUR IF TEMPERATURES ARE HIGHER THAN 85 F. DEGREES, OR IF WINDS EXCEED 15 MPH DURING PLANTING OPERATIONS. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANOR, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15th AND JULY 1st. OWNER ACCEPTANCE AND WARRANTY REQUIREMENTS THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. THE 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. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. AT A MINIMUM, THE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. THE WARRANTY (INCLUDINGT AT LEAST ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. PARTIAL ACCEPTANCE WILL NOT BE CONSIDERED. REPRODUCIBLE AS-BUILT DRAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. PLANTING NOTES: FORCE STORAGE Elk River, Minnesota - 6-20-2023 -- -- PK PK PLANTING NOTES & DETAILS L1-2 UNDISTURBED NATIVE SOIL SAFETY FLAGGING IF STAKING IS USED TREE WRAP TO FIRST BRANCH SCARIFY BOTTOM AND SIDES OF HOLE MUST BE MAINTAIN PLUMB THOUGH THE WARRANTY IS AT THE CONTRACTOR'S DISCRETION. THE TREE AFTER PLANTING. STAKING IS SUGGESTED, BUT TREES SHALL BE PLUMB IN BOTH DIRECTIONS DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" LANDSCAPE ARCHITECT IF POOR DRAINAGE RATES PRIOR TO PLANTING AND NOTIFY CONTRACTOR SHALL FIELD TEST PERCOLATION PERIOD AND CONFORM WITH A.N.A. GUIDELINES FOR STANDARD LANDSCAPE PRACTICES IS SUSPECTED REMOVE ALL FLAGGING AND LABELING COMPACT MORE THAN NEEDED TO MAINTAIN SATURATE SOIL WITH WATER. DO NOT INSTALL BACKFILL IN 8-12" DEEP LAYERS & AND DISPOSE FROM SITE PRUNE ANY DAMAGED OR CROSSING BRANCHES PLUMB 2 x ROOT BALL WIDTH 4" DEEP MULCH - NO MULCH IN DIRECT CUT BACK WIRE BASKET AND REMOVE CONTACT WITH TRUNK VERIFY ROOT FLARE ELEVATION AND PLACE AT OR JUST ABOVE SURROUNDING GRADE. BURLAP FROM TOP OF BALL LOAM PLANTING SOIL BACKFILL SHALL FORM WATERING RING AT OUTER EDGE AND BE FILLED WITH WATER AT TIME OF INITIAL PLANTING PRIOR TO MULCHING 4 L1-2 PLANTING DETAILS: UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE MUST BE MAINTAIN PLUMB THOUGH THE WARRANTY IS AT THE CONTRACTOR'S DISCRETION. THE TREE AFTER PLANTING. STAKING IS SUGGESTED, BUT TREES SHALL BE PLUMB IN BOTH DIRECTIONS CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" LANDSCAPE ARCHITECT IF POOR DRAINAGE RATES PRIOR TO PLANTING AND NOTIFY CONTRACTOR SHALL FIELD TEST PERCOLATION PERIOD AND CONFORM WITH A.N.A. GUIDELINES FOR STANDARD LANDSCAPE PRACTICES IS SUSPECTED REMOVE ALL FLAGGING AND LABELING COMPACT MORE THAN NEEDED TO MAINTAIN SATURATE SOIL WITH WATER. DO NOT INSTALL BACKFILL IN 8-12" DEEP LAYERS & AND DISPOSE FROM SITE PRUNE ANY DAMAGED OR CROSSING BRANCHES PLUMB 2 x ROOT BALL WIDTH 4" DEEP MULCH - NO MULCH IN DIRECT CUT BACK WIRE BASKET AND REMOVE CONTACT WITH TRUNK VERIFY ROOT FLARE ELEVATION AND PLACE AT OR JUST ABOVE SURROUNDING GRADE. BURLAP FROM TOP OF BALL LOAM PLANTING SOIL BACKFILL SHALL FORM WATERING RING AT OUTER EDGE AND BE FILLED WITH WATER AT TIME OF INITIAL PLANTING PRIOR TO MULCHING NATURAL FORMS OTHER THAN LIMITED PRUNING FOR FOR THIS PROJECT. TREE SPECIMENS SHOULD HAVE CHRISTMAS TREE PRODUCTION CANNOT BE USED CONIFEROUS TREES GROWN FOR COMMERCIAL HEALTHY GROWTH AND PLANT STRUCTURE. 5 L1-2 O.C. PLANT SPACING P =R =AREA PER PLANT IN SF = 12"10.5"0.87 SF 15"12.7"1.35 SF 18"15.6"1.95 SF 24"20.8"3.46 SF P = TYPICAL PLANT SPACING - SEE PLANT SCHEDULE R = PLANT ROW ASSUMING TRIANGULAR SPACING NUMBER OF PLANTS = TOTAL AREA/AREA PER PLANT PERENNIAL SPACING GUIDELINES SCALE: 3/4" = 1'-0" PR AREA PER PLANT CENTER OF PLANTR P2 L1-2 PERENNIAL PLANTING SCALE: 3/4" = 1'-0" LOOSEN ROOTS OF PLANT MATERIAL PRIOR MULCH - 3" DEPTH EDGER - SEE SPECS. 12" DEPTH (MIN.) LOAM PLANTING SOIL VARIES SEE PLAN TO PLANTING EDGE VARIES - SEE PLAN 3 L1-2 SHRUBS PLACED SO THAT TOP MULCH - 3" DEEP - SEE SPEC LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. EDGE VARIES - REFER TO PLAN REFER TO PLAN 18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL EDGING MATERIAL - SEE SPEC. 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