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ITEM 2.2ITEM 2.2 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPC(',cpPlan ni ngCo. com PLANNING REPORT TO: Otsego Planning Commission FROM: Daniel Licht, AICP DATE: 18 September 2015 ACTION DATE: 24 October 2015 RE: Otsego — Kittredge Crossings 12th Addition TPC FILE: 101.02 BACKGROUND Essay Holdings, LLC has acquired the 44 unbuilt of 47 townhouse unit lots within Kittredge Crossings 9th Addition that were approved on 28 March 2005 to be developed off of a private drive south of Kittredge Parkway. Two of the unit lots were constructed upon with a twin home building and the south dwelling unit encroaches upon an abutting unit lot. The developer is proposing to replat the 44 townhouse development into 25 detached townhomes. The replatting of the subject site would utilize the existing private driveway and in-place sanitary sewer and water utilities constructed with the initial Kittredge Crossings 9th Addition. The proposal requires consideration of applications for PUD Development Stage Plan, Preliminary and Final Plat and vacation of existing drainage and utility easements. A public hearing has been noticed for the Planning Commission meeting on 21 September 2015 to consider the applications. Exhibits: A. Site Location B. PUD Development Plan, Preliminary Plat & Final Plans dated 08/25/15 C. Final Plat ANALYSIS Comprehensive Plan. The 2012 Comprehensive Plan guides the subject site for development of medium -to -high density townhouses. The approved development plan for Kittredge Crossings 9t" Addition included 44 attached townhouses in seven buildings consistent with this designation. The reduction in the number of dwelling units from 44 townhouses to 25 detached townhouses is more characteristic of low-to-medium density residential uses. However, the proposed detached townhouses remain an alternative housing option to traditional single family homes that will expand housing choice within the City consistent with the goals of the Comprehensive Plan. The decrease in development density will also not negatively impact the City's infrastructure or service capabilities. Zoning. The subject site is zoned PUD, Planned Unit Development District in accordance with the ordinance and PUD Development Stage Plan for Kittredge Crossings approved by the City Council on 13 May 2003. The PUD District established that subsequent phases of Kittredge Crossings were to be processed by separate PUD Development Stage Plan and preliminary plat applications. The approved townhouse and proposed detached townhouse dwelling units are an allowed use with in the PUD District. Surrounding Land Uses. The table below summarizes the existing and planned land uses surrounding the subject site. The proposed detached townhouses will be compatible with the adjacent existing twin home and are separated from any other uses by wetlands. Direction Land Use Plan Zoning Existing Use North LD Residential PUD District Single family East Public PUD District Open Space South Office PUD District Wetlands Undeveloped West MD/HD Residential PUD District Townhouses Building Design. The developer provided preliminary drawings of the proposed buildings to City staff illustrating a two story structure with two car attached garage. All of the detached townhouse dwellings have either a lookout or walkout basement. The developer will need to present the building elevations and floor plans to the Planning Commission for review and to the City Council for approval concurrent with the PUD Development Stage Plan. Landscape Plan. The developer has provided a landscape plan that includes installation of shade trees along both sides of the private drive and foundation plantings at the front of each of the detached townhouse dwellings. The variety of plants is appropriate for the subject site and the proposed plant sizes comply with the requirements of the Zoning Ordinance and the yards are to be irrigated as required by the City Code. Access. The existing twin home building and proposed detach townhouse dwellings are accessed by an existing private drive. The private drive is 28 feet wide back-to-back of curb, 2 which is consistent with the section for a local residential public street. The private drive terminates in a circular dead-end around a center island. The private drive is adequate for to provide access to the proposed detached townhouse units. Guest Parking. There are 17 existing head -in guest parking stalls constructed along the private drive. Four of the guest parking stalls will be removed along the straight section of the private driveway to accommodate the proposed detached townhouse building site plan. The 13 remaining guest parking stalls comply with the City's requirement of one guest parking stall per two townhouse dwelling units. Lot Requirements. The townhouses approved for development with Kittredge Crossings Stn Addition required a minimum of 5,000 square feet of lot area per dwelling unit. Detached townhouse units are typically less dense being more consistent with the minimum lot area requirements for single family dwellings. As a redevelopment of Kittredge Crossings 9th Addition, the available development site for the proposed detached townhouse is defined by the approved building pads and the wetland surrounding them. Given the limited usable area and environmental constraints within the subject site, the 5,000 square foot minimum lot area per dwelling requirement is appropriate here and the proposed Kittredge Crossings 12th Addition complies. Setbacks. The table below illustrates the setback requirements of the Kittredge Crossings PUD District and those proposed for Kittredge Crossings 12th Addition: The setback from the detached townhouse to be built on Lot 1, Block 1 Kittredge Crossings 12th Addition will be setback a minimum of 15 feet from the existing twinhouse building to the north. The only other setback issue with the proposed replat is that the proposed floorplan for the detached townhouses is deeper than that of the approved townhouse floor plan. As such, the setback of the detached townhouse would be only 22 feet from the back of curb of the private driveway. Given that the private driveway is 28 feet wide back-to-back of curb (the same as a public street), the availability of guest parking stalls and the reduction in density, the reduced front yard setback is acceptable as a redevelopment project. Grading Plan. The developer has submitted a grading plan for the proposed detached townhouse dwellings. The extent of the grading required for the site plan change does not extend beyond the boundaries of the building pad and does not affect the delineated wetlands at the perimeter of the unit lots. The developer of Kittredge Crossings 9th Addition paid all stormwater impact charges due for the subject site at the time of final plat approval; no additional stormwater impact charges are due for the proposed Kittredge Crossings 12th Kittredge Pwy. Wetland Pvt. Drive Between Bldgs. To Twinhome Required 35ft. 40ft. 25ft. 15ft 15ft. Proposed 35ft. 40ft. 22ft. 12.5ft 15ft. The setback from the detached townhouse to be built on Lot 1, Block 1 Kittredge Crossings 12th Addition will be setback a minimum of 15 feet from the existing twinhouse building to the north. The only other setback issue with the proposed replat is that the proposed floorplan for the detached townhouses is deeper than that of the approved townhouse floor plan. As such, the setback of the detached townhouse would be only 22 feet from the back of curb of the private driveway. Given that the private driveway is 28 feet wide back-to-back of curb (the same as a public street), the availability of guest parking stalls and the reduction in density, the reduced front yard setback is acceptable as a redevelopment project. Grading Plan. The developer has submitted a grading plan for the proposed detached townhouse dwellings. The extent of the grading required for the site plan change does not extend beyond the boundaries of the building pad and does not affect the delineated wetlands at the perimeter of the unit lots. The developer of Kittredge Crossings 9th Addition paid all stormwater impact charges due for the subject site at the time of final plat approval; no additional stormwater impact charges are due for the proposed Kittredge Crossings 12th Addition. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. Utility Plan. The developer has submitted a utility plan for connection of the proposed detached townhouse dwellings within Kittredge Crossings 12th Addition using existing infrastructure constructed with Kittredge Crossings 9th Addition. For the service utility lines not used to connect the proposed detached townhouse dwellings, the developer will be required to be abandoned. For the service water lines, these must be dug out and the standpipe removed to ensure the curb stop is completely shut off. The developer must coordinate relocation of any electric, gas, phone and/or cable utilities as part of the project. The developer of Kittredge Crossings 9th Addition has paid utility availability charges for 44 dwelling units meaning no additional availability charges are due with the proposed Kittredge Crossings 12th Addition. The developer will be required to pay utility connection charges at the time the building permit is issued for each detached townhouse dwelling based on the current fee adopted as Section 2-4-2.B.1 of the City Code. All utility issues are subject to review and approval of the City Engineer. Easements. The final plat of Kittredge Crossings 9th Addition included dedication of drainage and utility easements over Outlot A, which is the common open space surrounding the townhouse unit lots. With the reconfiguration of the unit lots for the proposed Kittredge Crossings 12th Addition, the existing drainage and utility easement is to be vacated and replaced by new drainage and utility easement corresponding to the revised plat. The proposed drainage and utility easement over all of Outlot A complies with Section 21-7-15 of the Subdivision Ordinance and is subject to review and approval of the City Engineer. Outlots. The preliminary plat includes two outlots. Outlot A is the common open space platted with Kittredge Crossings 9th Addition being replated with Kittredge Crossings 12th Addition based on the revised unit lot plan for the detached townhouses. Outlot B is a parcel upon which the entry to the house of Lot 6, Block 2 Kittredge Crossings 9th Addition encroaches. Outlot B will be required to be conveyed to the owner of Lot 6, Block 2 Kittredge Crossings 9th Addition. Park and Trail Dedication. Park and trail dedication requirements for the subject site were satisfied with approval of Kittredge Crossings 9th Addition. The reduction in the number of dwelling units proposed to be developed within the subject site as Kittredge Crossings 12th Addition does not require additional park and trail dedication requirements in accordance with Section 21-7-18.P of the Subdivision Ordinance. Homeowners Association. The developer must provide for a homeowners association to owner and maintain the common open space, as well as provide for maintenance of the private driveway. The developer will also need to address the common open space and private driveway issues for the 10 townhouse dwellings within Block 1, Kittredge Crossings 9th Addition facing Kittredge Parkway with regards to shared use of Outlot A. The homeowners association documents are to be subject to review and approval of the City Attorney. 11 Development Agreement. The developer will be required to enter into a development agreement with the City to secure completion of the proposed public and private improvements. The development agreement will be drafted by the City Attorney and is subject to approval of the City Council. RECOMMENDATION Our office recommends approval of Kittredge Crossings 12th Addition to continue development within Kittredge Crossings in response to changing market demand. POSSIBLE MOTIONS A. Motion to approve a PUD Development Stage Plan, Preliminary Plat, Final Plat and vacation of existing drainage and utility easements for Kittredge Crossings 12th Addition subject to the following conditions: 1. The developer shall submit elevations and floor plans for the proposed detached townhouse buildings, which shall be subject to review by the Planning Commission and approval of the City Council as part of the PUD Development Stage Plan. 2. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. 3. All utility issues are subject to review and approval of the City Engineer. 4. All drainage and utility easements are subject to review and approval of the City Engineer. Outlot B shall be conveyed to the owner of Lot 6, Block 2 Kittredge Crossings 9th Addition. 6. Documents establishing a homeowners association for Kittredge Crossings 12th Addition shall be submitted and are subject to review and approval of the City Attorney. 7. The developer shall execute a development agreement with the City, subject to review by the City Attorney and approval of the City Council. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. C. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Bill Gleason, Essay Holdings, LLC Fran Hagen, Westwood Professional Services, Inc. I Kittredge Crossings 12th Addition Overview Legend Roads -^ CSAHCL -^ CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy — US Hwy City/Township Limits ❑ c ❑t ❑❑ Parcels 02015 Westwood Professional Services, Inc. Vicinity Map P u met D veo n �L m o \ ALBERTVI Lnk s" o Lnk r] SAINT MICIiAE ;1^ Plan,, Prelimin rya � d m a d (Not to Scale) • Plat & Fin I Plans for Kittredge Crossings 12th Addition Otsego, Minnesota Prepared for: Essay Holdings LLC 16135 55th Ave N Plymouth MN 55446 Contact Bill Gleason Phone: 612-872-2302 Prepared by: NO. DATE REVISION SEEM PUD Development Plan, Preliminary Plat & Final Plans for Kittredge Crossings 12th Addition Otsego, Minnesota Data 08/25/15 Sheet 1 of 7 .n� 7699 Anagram On Sheet Number - Ed.. Prairie, MN 55394 1 PHONE951 937:5150 2 — 952-93]-5922 �� y����J� TOLL Fill 1A63-937-5156 w1YRw6CY0O}[mC Project number: 0006493.00 Contact: Francis D. Hagen II NO. DATE REVISION SEEM PUD Development Plan, Preliminary Plat & Final Plans for Kittredge Crossings 12th Addition Otsego, Minnesota Data 08/25/15 Sheet 1 of 7 Sheet List Table Sheet Number Sheet Tithe 1 Cover 2 Existing Conditions 3 Development Stage PUD — Preliminary Plat 4 Final Grading Plan & Removals Plan 5 Final Utiiity Service Plan 6 Final Landscape Plan 7 Landscape Details NO. DATE REVISION SEEM PUD Development Plan, Preliminary Plat & Final Plans for Kittredge Crossings 12th Addition Otsego, Minnesota Data 08/25/15 Sheet 1 of 7 o2015 Westwood Professional Services, Inc. `O� L Q� �� rT1 nT n 2-U46 VV I L_V l V Ili - / / /lV �/ �jys I p CA 55 ', TO BEZtDAO `^(<' /.'7 / 7WWHOME : a+gr\,. C / ' /.' NEW OUTLOT–' OVER EXG SW i / / n - �: �'� _ � EDGE OF WET LAND 7\ ' c –__WETLAND SETBACK WETLAND 111AC7( O� 1\ / /! \ / -EDGE OF WETLAND \ .� / / ' �. \\. EXIST7N6 PARKING ® !! / !! /!! !� I STALL TO BE REMOVED !!/ / y/ ! r !, (2 STALLS TO RbkA]N) 1-0 . cIr EDGE OF WETLAND--- _=- � .I '', \ 14 i 62-46 7a00 _ 97.60 ". YlraOtead Ralniwrl SwiToq In. i �l 1 tlr tli w paw y ar mar aq Ipf"+ed fp.' ]fi99 Anagram aNve iad aapaYJa � aN[ I — •iii �t rm�iA2. )�Y� lilnwei !p[ I Etlen Prairie, MN 55341 laaYaYR re a. iw d fie art � iena�r PHONE 952-9315150 FAX 9524 758= tiaw•a: 3ouTaa£ 3586-937sw CWS W. Moa w— a wHrc WPM- 11Y00f1 wear o- tart 011/5/15 ue! N. 231),21 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 r — _ Dlevek pment Data Private Street I Totd Site Area 1218* or- cExisting ExistingZoning Residential P.U.D. Proposed Zoning Residential P.U.D. 1 Previously Approved Units 44 Attached Townhomes (excludes constructed twinhome) Proposed Units 25 Detached To -homes OutlotA 10.21 ac. Outlot B x021- ac_ Gross Density 2.05 un/ac Dendtpment Standards - Lot Width ® Setback 43 ft. min. - Lot Depth 73 ft. min. - Lot Area 3,154 sq.ft. min. - Average Lot Area 33411- sq.ft. Setbacks (mkYkmwns) - Front Yard Setback 22' to B.O.C.; 7' to Outlet Line - Side Yard Setback 7.5' House Side; 5.0' Garage Side - Side Yard Setback - Kittredge Pkwy 35' - Rear Yard Setback 13" to Outlet Line - Wetland Setback 40" Essay Holdings LLC 16135 551h Ave N Plypoath MN 5%" Typical Lot (Varies) PROPERTY DESCRII'110N: Lots 1 through 5� enclusim Block Z Lots 1 through 12, inclusfm Block 3, Lots 1 through 7, inclusim Block 4, Lots 1 through 6, [ndusive, Block 5, Lots 1 through 14, inclusive, Black 6 and Outlot A, Kl17REDGE OROSSINGS 9TH AM710N, according to the recorded plot thereof, Might Gounty, Minnesota. NOTE /he lot dlisions and mens on this plan are approxiin.te. Refer to the Final Plat and supporting data for exact lot dmensions and ereos. Existing drainage and utility easements within replatted lots shag be -sated in favor of reused eusernents based ae new lot lines. Kittredge Crossings 12th Addition OtMYa. )Id�taoti 0' 50' 100' 150' 0006493PPF01.tlwg Date: 08125/]5 sbe k 3 oa 7 Development Stage PUD - Preliminary Plat Private Street >- Common Outlot A 43 51 F- 1s 15 r Drainage & \ I Utility Easement 1 }Setback Line 1 I (See Development Data) 1 6,293± S.F. —Lot Number 'I \ \ \ ` Block Number I I `Approx. Lot Area sl 1 43 (No Scale) PROPERTY DESCRII'110N: Lots 1 through 5� enclusim Block Z Lots 1 through 12, inclusfm Block 3, Lots 1 through 7, inclusim Block 4, Lots 1 through 6, [ndusive, Block 5, Lots 1 through 14, inclusive, Black 6 and Outlot A, Kl17REDGE OROSSINGS 9TH AM710N, according to the recorded plot thereof, Might Gounty, Minnesota. NOTE /he lot dlisions and mens on this plan are approxiin.te. Refer to the Final Plat and supporting data for exact lot dmensions and ereos. Existing drainage and utility easements within replatted lots shag be -sated in favor of reused eusernents based ae new lot lines. Kittredge Crossings 12th Addition OtMYa. )Id�taoti 0' 50' 100' 150' 0006493PPF01.tlwg Date: 08125/]5 sbe k 3 oa 7 Development Stage PUD - Preliminary Plat 0 2015 Westwood Professional Services, Inc EX. a h' 6 . // a / - POND 6 NWL=956.0 n /i 9 2 -YR HWL = 956.5 �� 10 -YR HWL = 957.0 100 -YR HWL = 957.8 i ���, �h) ��� dye f ; , o��y�° -REMOVE 1 PARKING STALL (2 STALLS TO REMAIN) a Tw= 958.0 —9.56.6 B-958.0 '95 \ _0 I u ao�\ J63.. / 11 64.75 Z11- / 9652 0 X64. px 74, _ v x ss. 65. \� �T 1 1 /3 PARKING STALLS - —� _ " EXISTING SM UTILITY BOSS TO \ //// ` BE'RELO9ATED � � 4 2 / 6616 p 961.3 65.94XX!!''�� \ 962.0 X'63 8 / // C / E /) x63.05 63-19 963.8 �Z/G,�p5® \X6305�2.60 63�.73�6� � I OD 2 \\ � �. 2 a Tw 960.0 6 59.0 Bw 6 0. 0 -- / 6232' 0 1 \\ \ 9'0 ✓ J ,q VVV `� / 9 \ zzfik"' \ O \ � m �\ —956 956 ` PX. OND 7 NWL=955.5 2 -YR HWL = 956.1 10 -YR HWL = 956.6 100 -YR HWL = 957.2 / \A / a9s Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 NOTES: MASS GRADING AND EROSION CONTROL WAS DESIGNED BY SCHOELL MADSON. THIS PLAN IS INTENDED FOR USE IN PREPARING LOT CERTIFICATES, INDIVIDUAL HOME CONSTRUCTION AND LOT GRADING. ADDITIONAL MASS GRADING OF THE SITE IS NOT PROPOSED INDIVIDUAL HOME BUILDER(S) TO BE RESPONSIBLE FOR EROSION CONTROL DUE TO HOME CONSTRUCTION EROSION CONTROL NOTES: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS- GENERAL TREETS GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. -LOT NUMBER fINISH GROUND ELEVATION AT REAR OF PAD ( IF APPLICABLE ) -MINIMUM BASEMENT FLOOR ELEVATION FRONT "MAGE SLAB ELEVATION DRIVEWAY LO = GRADED FOR 4.8' DIFFERENCE FROM TISHFR GROUND ELEVATION E REAR OF PAD FRONT GARAGE SLAB E1AT REARSWO GRADED FOR 7 5' DIFFEROT(E FROM ISH GROUND ELEVATION AT REAR OF PAD FRONT GARAGE SLAB ELEVATION. o = ruxarr GTI = LOOKOUT NOTE R = RALLER THE (3) INDICATES THAT TIE GARAGE IS SILO = =E 1DamUT 3 BLOCKS OR 2.1 FEET BELOW THE FIRST FLOOR ELEVATION. �\ I1z \ - — I _ r� p006493CDF01.dwg Doc 08/25/15 SMet 4 OF 7 MYbmd S•9i� k i bbT EDT ••e eY � w pq. b w �+• e.r�.1 MN wE.. �--..b• LEGEND LLC ' — DENOTES EXISTING CONTOURS —98D— DENOTES PROPOSED CONTOURS 23.46 DENOTES, EXISTING SPOT ELEVATION AT GUTTERLINE. (TYP.) o ---E] DENOTES EXISTING STORM SEWER 16135 55th Ave N 0' 50' 100' 1 ` �\ I1z \ - — I _ itLge CL ossi gs p006493CDF01.dwg Doc 08/25/15 SMet 4 OF 7 MYbmd S•9i� k i bbT EDT ••e eY � w pq. b w �+• e.r�.1 MN wE.. �--..b• !ns ■�`PVVVVVCd_P,,i,i•, Essay Holdings LLC 12th Addition Final Gr Plan �SPHONE 96590 rTOLLFG� Obsw 7�l 149&99]5150 ][ f - 16135 55th Ave N Removals Plan w< i w n n .ww.wweYm�m. Dr �m M_ N. 13—h. �AG� MN 55W obw, 02015 Westwood Professional Services, Inc. i- HFt.ti =w /IrM// 49 sniAaMON — EXISTING I CJ C q '1 Q_ SIP 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALLBILCOM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL 2 ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA- 4. REA4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. B. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT STE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10, PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. AT CONTRACTOR'S OPTION, WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SGL AMENDMENTS SHALL BE DETERMINED UPON SITE SGL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 1Y DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. SHREDDED HARDWOOD MULCH RINGS TO BE PROVIDED FOR ALL TREES PER DETAIL MULCH TO BE FREE OF DELETERIOUS MATERIAL 18. EDGING WHERE SHOWN TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V -SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE _ 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERLWSE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS_ ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. 20- ALL SODDED AND PLANTED AREAS TO BE IRRIGATED BY THE RESPECTIVE HOMEOWNER/HOA. IRRIGATION SYSTEM TO BE DESGN/BUILD BY IRRIGATION CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRMATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD AS REWIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 769 nherabW S.rloq k Ed. P,.H., MN 553,4 w Final Plant Schedule J CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. �! SGIA 15 Sienna Glen Maple / Acer x freemanii 'Senna' 2" BB AS SHOWN PHONE 952-93].5160 Ppl( 952B3r33Y1 .w.������a TOLLFAEE t4M9315160 Aa stwood ralnaa.fa�aala.a]la FYL 10 Frontyard Linden / Tlia americana 'Frontyord' 2" BB AS SHOWN r� Dales irAiae -- ISL 2 Ivory Silk Tree Lilac / Syringo reticulata 'Ivory Silk' 6' Clump BB AS SHOWN BHS 12 Black Hills Spruce / Picea glauca densato 6' HL, BB AS SHOWN WHP 1 White Pine / Pinus strobus 6' HT., BB AS SHOWN NOTES: 1. QUANTITIES ON PLAN SUPERSEDE UST QUANTITIES IN THE EVENT OF A DISCREPANCY. 2 STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS. 3. TREES INSTALLED AT FRONT OF INDIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS, 4. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA / Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALLBILCOM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL 2 ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA- 4. REA4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. B. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT STE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10, PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. AT CONTRACTOR'S OPTION, WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SGL AMENDMENTS SHALL BE DETERMINED UPON SITE SGL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 1Y DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. SHREDDED HARDWOOD MULCH RINGS TO BE PROVIDED FOR ALL TREES PER DETAIL MULCH TO BE FREE OF DELETERIOUS MATERIAL 18. EDGING WHERE SHOWN TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V -SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE _ 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERLWSE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS_ ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. 20- ALL SODDED AND PLANTED AREAS TO BE IRRIGATED BY THE RESPECTIVE HOMEOWNER/HOA. IRRIGATION SYSTEM TO BE DESGN/BUILD BY IRRIGATION CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRMATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD AS REWIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 769 nherabW S.rloq k Ed. P,.H., MN 553,4 w �' �.i ur�i °ca'��^u AMDn �° b_ dt ew 9a. • � Odea! QJ[ "eYa"" IDC Essay Holdings LLC �! c1m �� Q� PHONE 952-93].5160 Ppl( 952B3r33Y1 .w.������a TOLLFAEE t4M9315160 Aa stwood ralnaa.fa�aala.a]la ��C�C Oes .�W W � Me• I'h 'wn ly M Ave N ]'IyIDOuth 1LffV $Sl�lfi r� Dales irAiae -- Kittredge Crossings 12th Addition Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0006493PLF01.dwg Date: (8/25/]5 Shece 6 or % Final Landscape Plan 02015 Westwood Professional Services, Inc. Typical Foundation Planting Detail NORTH VARIES 0' 10' 20' 30' PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREE`. TOP STAKES 5' ABOVE GROUND (MAX) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2' STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WTH 16' LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1.5' WIDE STRAP. PUCE MULCH. DEPTH AS SPECIFIED, OVER PUNT PITS - DO NOT PILE AGAINST TRUNK. FORM 3' DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL SCARIFY SIDES AND BOTTOM OF HOLE REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PUNTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDUNE WITH FINISHED SITE GRADE. N.T.S. I EVERGREEN TREE I LA29 PLANTING LP9 Foundation Plant Schedule (Per unit) TYPE CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. SHRUBS & PERENNIALS _R (TYP.) NOTES: T. EDGER 1. QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. C MULCH 2. CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR ORIENTATION OF BUILDING (IE NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SUBSTITUTIONS, 3. STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS. 4. TREES INSTALLED AT FRONT OF INDIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. 5. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. DECIDUOUS TREE PLANTING Legend QUANTITY-- 4SUN SHADE TERNATE GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES W ABOVE GROUND (MAX) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2'X2' STAINED WOOD OR PAINTED STEEL DEUNEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE. 40 MIL, 1.5' WIDE STRAP. TREE WRAP MATERIAL FROM GROUNDUNE UPWARD TO FIRST BRANCHES, AS REQUIRED. PUCE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PUNT PIT WITH SPECIFIED BACKFILL SOIL SCARIFY SIDES AND BOTTOM OF HOLE REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SZE. ROOT FLARE TO BE PUNTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDUNE WITH FINISHED STE GRADE. N.T.S. REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDUNE WITH FINISHED GRADE ALL PLANTING BEDS SHALL RECEIVE 4' OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS SCARIFY SIDES AND BOTTOM OF HOLE BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL N.T SHRUB PLANTING LA27 Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.00M TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3_ NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS-. _ ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/R00T FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. AT CONTRACTOR'S OPTION, WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14_ STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS. AND 12' DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. SHREDDED HARDWOOD MULCH RINGS TO BE PROVIDED FOR ALL TREES PER DETAIL MULCH TO BE FREE OF DELETERIOUS MATERIAL 18. EDGING WHERE SHOWN TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WTH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WTHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V -SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. 20. ALL SODDED AND PLANTED AREAS TO BE IRRIGATED BY THE RESPECTIVE HOMEOWNER/HOA. IRRIGATION SYSTEM TO BE DESIGN/BUII.D BY IRRIGATION CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. WI PERENNIAL PLANTING REMOVE CONTAINER. SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING PERENNIALS NATURAL GROUNDUNE WITH FINISHED SITE GRADE ALL PERENNIAL PLANTING BEDS SHALL RECEIVE 2' COMPOST MULCH. EDGE ALL PLANTING BEDS WTH SPECIFIED EDGER WHERE ADJACENT TO LAYM AREAS. CULTIVATE TO 10' MINIMUM. SCARIFY SIDES AND BOTTOM OF HOLE BACKFILL PUNT PIT WITH 1/4 PART COMPOST TO 1 PART EXISTING TOPSOIL. WELL MIXED. Ww�hmtl M1ad�laW S ke, Inc 1 Yay -or, d. Y w pwF-d y - - _de 4 Pf 76H Am,m, Ddw Eden P,.I,[.,MN 653M W dFu ..pa�YE. �d Y I � . d* I -W t70�iAL uND�AEW /S �' �"' M �'s"'d �� �QN dSE�k Czm Finay Holdings LLC PHONE 952.897-51W FAX 952 .8]]3822 Tou.Fdff 1a59361-s1s9 CQy L6� D_ Q)♦ 16735 55th Ave N i W�tvY00fI wwww.Iw.*IP In 03/45/15 __EJU w. 26971 I<®d ter. ane Ptymonth MN 53446 N.T.S. Kittredge Crossings 12th Addition 0006493PLF02.dw9 Dat. 08/25/15 Shat % OB % Landscape Details KI T TRED GE CROSS/NGS 12TH ADDITION KNOW ALL PERSONS BY THESE PRESENTS • That Essay Holdings, LLC, o XXX limited liability company, fee owner of the following described property situated In the County of Wright, State of Minnesota, to wit., Lots 1 through 5, inclusive, Block 2, Lots 1 through 12, inclusive, Block 3, Lots 1 through 7, inclusive, Block 4, Lots 1 through 6, inclusive, Block 5, Lots 1 through 14, inclusive, Block 6 and Out/at A, KITTREDGE CROSSINGS 9TH ADDI770N, according to the recorded plot thereof, Wright County, Minnesota. Has caused the some to be surveyed and platted as K177REDGE CROSSINGS 127H ADD1770M and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Essay Holdings LLC, a XXX limited //ability company, has caused these presents to be signed by its proper officer this day of 20-. ESSAY HOLDINGS, LLC (Signature) Its (Name printed) ST47E OF COUNTY OF This instrument was acknowledged before me this day of 20 , by its of Essay Holdings, LLC, a XXX limited liability company, on behalf of the company. Notary Public, My Commission Expires SURVEYORS CERTIF/CA7E (Signature) (Name Printed) County, /, Craig W. Morse, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota,- that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that a// water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and al/ public ways are shown and labeled on this plat. Dated this day of CITY COUNCIL, CITY OF OTSEGO, MINNESOTA This plat of KIT7REOCE CROSSINGS 127H ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota, at a regular meeting thereof held this day of 20_ , and said plat is in compliance with the provisions of Minnesota Statutes Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor *RIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of 20 By Weight County Auditor Deputy WRIGHT COUNTY 7REASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid this day of 20 By Wright County Treasurer Deputy WRIGHT COUNTY RECORDER 20 1 hereby certify that this instrument was filed in the office of the County Recorder for record on this day of , 20 , at o'clock.M., and was duly recorded in Cabinet No. Sleeve , as Document Number Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE OF COUNTY OF 777e foregoing Surveyor's Certificate was acknowledged before me this day of 20—, by Craig W. Morse, Land Surveyor, Minnesota License No. 23021. Notary Public, My Commission Expires (Sig—bn,) (Name Printed) _ County, Wright County Recorder Westwood Professional Services, Inc. Sheet 1 of 2 sheets KI T TREDGE CROSS/NGS 12TH ADDITION BEARING ORIEN7A7701V \ The West line of Outlot A. KIrMEDGE CROSSINGS 9TH ADD/770N, is assumed to bear S 00°58'00' E o Denotes 1/2 inch by 14 inch iron rebor set / and marked by License No. 23021 / • Denotes found monument / Bo Ca / OMME_ 40 0 40 80 120 > / Scale in feet .O OO Drainage and Utility Easements are shown thus, 9 (No Scale) Being 5 feet in width, unless otherwise indicated,' and adjoining lot lines as shown on the plat. 1 a'! r/) / <i N?eo 1 S9• or 3 `-•Edge of wet torr r°o �;q� SSSy oo .Tj SSF' hO�62.46 - ` v p S03°22'53"W \ 0 4 .W ;� N 58 E Q) o —6.0 ^ 6.00 h i` ) cNN �{ J) i� 058 51 w 1 — S03°O3 003,E t Ory / ' /,y°.°/j � 'J?o 2?•?vo N?8o S 2 r •1\1/ �/ p° �Z �� 9 roS 9c 9� .&0 / , =6.� 451 0 /v '000?o ses , e ay\ \" Edge of wet land 01 /oma/Q\ �/ j v �(v /p o 0 <- v 71111 /1'h �/ i � ss'`✓ s r // //pb� 8 �'S°Oj� / 99 A�`76 N?>o t i :ry S28n /� 7; j -pR• 1M;' ! 2S ,ak9 �k�j a`1\ , p0/ x� / s \1 \ 2/ 8� �6^p / 06' j/ 4 ti '� � 30`'s6,, oph \I � WET LAND \" Edge of wet land 01 /oma/Q\ �/ j v �(v /p o 0 15 \ • �_ 71111 /1'h �/ i � ss'`✓ s r // //pb� 8 �'S°Oj� / 99 A�`76 N?>o t i :ry S28n /� 7; j -pR• 1M;' ! 2S ,ak9 �k�j a`1\ , p0/ 9 �� Sq. / iop / 14./. gS "6p o v �� 'h1�9 / s \1 \ 2/ 8� �6^p / 06' j/ 4 ti '� / to 30`'s6,, /6 > 00 i2 / /s // /0°`'o •. o .` /oA N07°73'38"WSp xss� /yk9 /� ./1.y. % ♦ ti°� �� 43.82 w • \ 71 k5j l�9.y0 I ��0 o \ k3y0 5k —. OUTLOT A !r& I— aae 'Josemenf aver I j ,p 3 Z all off O E uNof A J \\ o, ° a \ \\ 4 \ -- — — N \ Zi\r 9 d % ��) =Zs\ v v r: i. v r :, 1 1 ro �---'--,' , k'e'y \ .e\ •\ tr'" 90 �•'�\ \� - �oo\ ,�2. X335 E 73.00 307k�3o° �E \ S07o33'38" E 73.00 I WET LAND �.. / West line of Outlot A, r WMEOGE CROSSINGS 9TH ADLI1170N r I � S00°58'00'E 971.60 Westwood Professional Services, Inc. Sheet 2 of 2 sheets 7