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ITEM 3.13601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCTPC@PlanningCo.com PLANNING REPORT TO: FROM: RE: REPORT DATE: ACTION DATE: TPC FILE: BACKGROUND Otsego Planning Commission Daniel Licht, AICP ITEM 3.1 Otsego — Martin Farms 4th Addition Phase 2; Preliminary Plat/PUD-CUP 26 April 2017 10 June 2017 101.02 Lennar Corporation has submitted an application for development of18.57 acres at the northwest corner of MacIver Avenue and 701h Street for 38 single family lots and two outlots. The proposed development requires consideration of applications for preliminary plat approval and a PUD -CUP to allow for development of the proposed subdivision within a Shoreland Overlay District and lot requirements. A public hearing has been noticed for the Planning Commission meeting on 4 May 2017 to consider the applications. Exhibits: A. Site Location B. Martin Farms 4th Addition Phase 2 Preliminary Plat Submittal dated 04/05/17 ANALYSIS Comprehensive Plan. The 2012 Otsego Comprehensive Plan includes the subject site within the West Sewer District and guides the area for high density residential uses. The original concept plan for Martin Farms proposed that the subject site would be developed with multiple family uses. However, the proposed subdivision of single family lots based on the lot requirements of the R-6 District is consistent goals of the Comprehensive Plan that housing in Otsego be primarily single family neighborhoods. Zoning. The subject site was zoned R-6, Residential Medium Density Residential District with the initial preliminary plat of Martin Farms approved on 28 July 2003. The R-6 District allows for single family dwellings as proposed on the current preliminary plat application as a permitted use. The subject site is also with in a Shoreland Overlay District of a Natural Environment lake located south of 701h Street. The density analysis completed with the initial preliminary plat of Martin Farms showed that the proposed subdivision would comply with the provisions of the Shoreland Overlay District and the proposed Martin Farms 41h Addition Phase 2 preliminary plat lowers density further. Environmental Review. An EAW was prepared with the review of the initial Martin Farms development applications and its scope addressed future phases, including the subject site. The City Council adopted findings on 28 July 2003 that the proposed subdivision did not have potential for significant environmental effects and that an Environmental Impact Statement was not to be required. The current preliminary plat application requires no additional environmental review. Surrounding Land Uses. The subject site is surrounded by the following existing and/or planned land uses. Direction Land Use Plan Zoning Map Existing Land Use North LD Residential R-6 District Single Family (Martin Farms) East LD Residential LD/MD Residential R-4 District R-6 District Single family (Martin Farms) South Albertville Albertville Single family dwellings West LD Residential A-1 District R-3 District Agriculture Single Family (Meyer Addition) The single family lots proposed to be subdivided within the subject site are similar in character with existing single family lots developed in earlier phases of Martin Farms and also planned land uses to the west. The subject site abuts the Meyer Addition to the west that was platted as one acre lots to be served by individual on-site septic systems and wells prior to construction of the City's West Wastewater Treatment Facility. All but one of the 16 lots of the Meyer Addition are vacant and under common ownership with the surrounding undeveloped agricultural parcel. The Meyer Addition and agricultural parcel are within the West Sewer District and utilities are available to serve urban development of these properties. City staff anticipates that the 15 vacant lots within the Meyer Addition may be resubdivided as part of an overall subdivision with the agricultural parcel to take advantage of the densities allowed with municipal sanitary sewer and water utilities. On this basis, City staff recommends not requiring the transitional lot area and width for Lots 7-14, Block 5 specified by Section 20-67-8 of the Zoning Ordinance as part of the PUD -CUP. Access. The preliminary plat is accessed from 70th Street, which is designated by the 2012 Comprehensive Plan as a minor arterial street. Although aligned with the intersection to the south side of 701h Street, this access may be limited to right-in/right out in the future as it is less than one-half mile from the intersection of MacIver Avenue and 70th Street. Additional access 2 to the subject site will be provided via connection of Larabee Avenue to Martin Farms 41h Addition to the north, which will have two accesses from MacIver Avenue. The preliminary Plat also provides that Street 6 is extended to the west plat line to provide future access for redevelopment of the Meyer Addition. The developer will be required to pay the transportation fee for MacIver Avenue at the time of final plat approval. Streets. All of the lots within the preliminary plat will be accessed via public streets. The proposed public streets are 28 feet wide with concrete curb and gutter within 60 foot rights-of- way. A five-foot concrete sidewalk is provided on one side of all streets. There are two cul-de- sac streets will irregular designs and islands. The cul-de-sac streets must be revised to the design specifications and requirements of the Engineering Manual. All street designs and construction plans are subject to review and approval by the City Engineer. Street names will be established at the time of final plat approval in accordance with Section 21-7-7.Q of the Subdivision Ordinance and the Wright County grid system and are subject to approval of City staff. Lot Requirements. The R-6 District establishes the following minimum lot requirements: The developer is requesting flexibility under the PUD -CUP for Martin Farms to allow Lots 1-6, Block 1 to have less than 9,000 square feet in area and the corner lots to have less than 90 feet in width. Given that the mean area of the proposed lots is 11,888 square feet or close to the larger minimum 12,000 square foot lot requirement of the R-4, Single Family Urban District and the developer has existing house designs that fit these lots within required setbacks, the requested flexibility is appropriate. Landscaping. Landscaping of two trees per lot is required to be planted in accordance with Section 20-19-2.B.1 of the Zoning Ordinance. Section 20-19-3.B of the Zoning Ordinance also requires a berm/landscaping be installed along the lot lines along MacIver Avenue and 701h Street for Lots 1-10, Block 2 and Lots 5-15, Block 3. A landscape plan illustrating the required buffer yard that complies with the Zoning Ordinance must be submitted with application for final plat approval. Park and Trail Dedication. The Future Parks and Trails System Plan included in the 2012 Comprehensive Plan does not designate any area within the area of the preliminary plat for additional park land acquisition. As such, park and trail dedication requirements for the subject site will be satisfied by payment of a cash fee in lieu of land calculated on a per lot basis at the time of final plat approval. 3 Lot Area Lot Width Lot Depth Setbacks Front Side Rear Wetland MaclverAve./ 701h Street R-6 Interior 9,OOOsf. (net) 60ft. 100ft. 25ft. house 30ft. garage 7ft. 20ft. 40ft. 65ft. Corner 90ft. The developer is requesting flexibility under the PUD -CUP for Martin Farms to allow Lots 1-6, Block 1 to have less than 9,000 square feet in area and the corner lots to have less than 90 feet in width. Given that the mean area of the proposed lots is 11,888 square feet or close to the larger minimum 12,000 square foot lot requirement of the R-4, Single Family Urban District and the developer has existing house designs that fit these lots within required setbacks, the requested flexibility is appropriate. Landscaping. Landscaping of two trees per lot is required to be planted in accordance with Section 20-19-2.B.1 of the Zoning Ordinance. Section 20-19-3.B of the Zoning Ordinance also requires a berm/landscaping be installed along the lot lines along MacIver Avenue and 701h Street for Lots 1-10, Block 2 and Lots 5-15, Block 3. A landscape plan illustrating the required buffer yard that complies with the Zoning Ordinance must be submitted with application for final plat approval. Park and Trail Dedication. The Future Parks and Trails System Plan included in the 2012 Comprehensive Plan does not designate any area within the area of the preliminary plat for additional park land acquisition. As such, park and trail dedication requirements for the subject site will be satisfied by payment of a cash fee in lieu of land calculated on a per lot basis at the time of final plat approval. 3 Grading and Drainage Plan. The applicant has submitted grading and drainage plans for the proposed preliminary plat. Section 20-16-5.F.4.a of the Zoning Ordinance requires establishment of a 20 foot vegetative buffer at the delineated edge of all wetlands. The developer is proposing to average the width of the wetland buffer as part of the PUD -CUP as shown on the grading plan, which is acceptable provided that a minimum 10 foot width is maintained. Section 21-7-15 of the Subdivision requires that storm water basins and wetlands be included within outlots platted and deeded to the City. Outlots A and B as shown on the preliminary pat will be deeded to the City consistent with this requirement. The grading and drainage plans are subject to review and approval by the City Engineer. The developer will also be required to pay a stormwater impact fee at the time of final plat approval. Utility Plan. The applicant has submitted utility plans for extension of sanitary sewer and water utilities to serve the proposed lots. All utility plans and issues are subject to review and approval of the City Engineer. The developer will be required to pay the Sewer Availability Charge and Water Availability Charge in effect at the time of final plat approval. Drainage and Utility Easements. Drainage and utility easements are also shown to be dedicated at the perimeter of all lots as required by Section 21-7-15.A of the Subdivision Ordinance. All drainage and utility easements are subject to review and approval by the City Engineer. Final Plat. Upon approval of a preliminary plat, the developer must submit application for final plat, which is subject to City staff review and approval by the City Council. The final plat approval includes execution of a development contract to memorialize all of the conditions of approval and provide for payment of applicable fees. RECOMMENDATION Martin Farms 4t" Addition Phase 2 preliminary plat is consistent with the policies of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. City staff recommends approval of the application subject to the stipulations outlined below. POSSIBLE ACTIONS A. Motion to recommend City Council approval of the Martin Farms 4th Addition Phase 2 Preliminary Plat and PUD -CUP subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 4 2. The cul-de-sac design of Streets 5 and 6 shall be revised to comply with the requirements of the Engineering Manual; all right-of-way, street section plans, and street names are subject to review and approval of the City Engineer. 3. All single family lots within the preliminary plat shall be subject to the following lot requirements: Lot Width Lot Depth Setbacks Front Side Rear Wetland Arterial/ Collector Interior 65ft. 100ft. 25ft. 30ft. garage 7ft. 20ft. 40ft. 65ft. Corner 80ft. 4. A landscape plan for the buffer yard required by Section 20-19-3.13 of the Zoning Ordinance shall be submitted with application for final plat and is subject to review and approval of City staff. 5. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the fee schedule in effect. 6. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer. 7. All utility issues shall be subject to review and approval of the City Engineer. 8. All easements are subject to review and approval of the City Engineer. 9. Outlots A and B shall be deeded to the City at the time of final plat approval. B. Motion to recommend the application be denied based on finding that the request is inconsistent with the Comprehensive Plan and does not comply with the City's official controls. C. Motion to table. C. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Paul Tabone, Lennar Corporation Fran Hagen, Westwood Professional Services, Inc. 5 r118500193,1"00-) i �,r.--- • I l i f 1 18800244200 — 11 11 - 4 11850 ■ �, r.oj �+ �= t r'rrnrn frrff'n r... C[�Q • i ri �J�i {�. !ONES,.' ri►�u/ -: el� / dle I '.moi 1JS� 17 4, 19 i I a� rl-�4. c 1wI 1 !!4!1lllli p� C �LLLLLLLLL C r u CC�� _ -------- pia f� t t , ;I �C] Imo, �JJpA r= �o Cr. I ;. lis Y J `JJ.�j r' �rr .rnrrr. ),'7 m11,1�7qw 1`1�81�97000030 o 2017 Westwood Professional Services, Inc. Preliminary Plat Submittal for Martin Farms 4th: Phase 2 Otsego, Nriv Prepared for: Lennar Corporation 16035 36th Ave. N., Suite 600 Plymouth, MN 55446 Contac Phone: Fax: Prepared by. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Tall Free (888)937-5150 westwoodpsawn Westwood Professional Services, Inc Project number: 0002398.2 Contact: Francis D. Hagen Il, PE Vicinity Map (Not to Scale) NO. DATE REVISION SHEM Preliminary Plat Submittal for Martin Farms 4th Phase 2 Otsego, aur I?ate 04/05/17 Sheet 1 of 8 Sheet List Table Sheet Number Sheet Tide tCover 2 — Existing Conditions 3 Preliminary Plat 4 Preliminary Grading Drainage and Erosion Control Plan 5 Preliminary Utility Plan 6 Street Profiles 7 Details g Preliminary Landscape Plan Vicinity Map (Not to Scale) NO. DATE REVISION SHEM Preliminary Plat Submittal for Martin Farms 4th Phase 2 Otsego, aur I?ate 04/05/17 Sheet 1 of 8 Call 48 Houm before digging: GWHER STATE ONE CALL Tm(m City Area 651-454-0002 Mn- Toll Free `—om+25z—`,a Sojo 12 119-42 SwEr LIGHT CONIFEROUS TREE GUY WRE DEaDUOUS TREE PONER POLE El- a, SIGN-TTAFFIC101HER 4-14-07- L0jww Ewl MAIL BOX SANITARY MANHOLE SENER CLEANOUT IF, HANDICAPPED STALL "'J at - ----- f G; PERC LEST @) BEEHIVE CATCH BASIN MONITORING WELL CA TCH BASIN f CABLE TV BOX al FLARED END SEC77ON GAS MEW? CONCREIE SURFACE /I wodox2rE CULVERT s CRAWL SURFACE 1 4 GAS JUNE STORM MANHOLE 90 POKER DWRHEAD 'J IELEMONE BOX SANITARY SENER In HAND HOLE IELEPHONE OVERHEAD T/ ITAFFIC LIGHT Z7 TELEPHONE UADEIMROUND GATE VALVE WA 7ERMAW t HYDRANT WA IER ME M? S1 4'32'W F11C1 LINE W CURB STOP BOX DECIDUOUS WEE LINE WAID? MANHOLE vlvv CONI., MrIL CABLE TV Q- SOIL BORING -A- RESMCIID ACCESS 00, ou t1ot A MAR77M FARMS 4771 ADD1770N, according to the recorded plot thereof, Wright CoLtnty, Minnesota. Farms 4th.- 02017 Westwood Professional Services, Inc. ni Deeropnit Dat.) rn- 51 h ----� I } I I t �y o I�4 9,450 + S.F. �7L.— \� 51- L__—__—_N 0 —J 70 o OU20 � 1 l� 1 l 707H STREET NE T CITY OF ALBERMLLE �GYtADs& DA CRAIG & JENNIFER K01EA8A ` SrAM L NE55 JASON BREKKE / LI l E BAAODY F &\ I / SUAAGAARD \ I I I Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 7hat part of Outlot 8 MARTIN FARMS 4TH ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying southerly, of the following described fine: Commencing at the southwest corner of said Outlot B; thence North 00 degrees 49 minutes 25 seconds West, assumed bearing along the west line of said Outlot B a distance of 636.(78 feet to the point of beginning of the line to be described, thence South 81 degrees 02 minutes 22 seconds East, a distance of 40276 feet; thence South 68 degrees 30 minutes 52 seconds East a distance of 6545 feet; thence North 87 degrees 56 minutes 29 seconds East, a distance of 14448 feet; thence North 67 degrees 54 minutes 53 seconds East, a distance of 60.20 feet; thence North 43 degrees 52 minutes 59 seconds East, a distance of 256 02 feet, - thence South 74 degrees 49 minutes 13 seconds East, a distance of 74.48 feet; thence North 50 degrees 31 minutes 46 seconds East; a distance of 120.00 feet; thence easterly along a non-tangential curve concave to the northeast having a central angle of 51 degrees 27 minutes 24 seconds, a radius of 28000 feet for an arc distance of 251.46 feet the chord of said curve bears South 65 degrees 11 minutes 56 seconds East' thence North 89 degrees 04 minutes 22 seconds East, tangent to said curve a distance of 30.03 feet to the east line of said Outlot B and said line terminating. �` -- Total Site Area: 18.57+ ac Caide Plan. LOW DEN Res. 0-4 Y/A Existing Zoning. R-6 Residentiof - Medium Density DTs. Proposed Zoning; Residential PUD Total Units Proposed; 38 units Overall Density. 205 un/oc Deiekpment Standards (per prior approvals) Single Family - Lot Width 65 ft min; 70 ft typical - Lot Depth 125 ft. min; 140-150 ft typical -Lot Area 8,167 sf (min) - Average Lot Areas 11,888 st Setbacks (minimums) Existing Proposed - Front Yard 35' 25' hse,- 30' gar - Side Yard 7' int; 30' car 7' int,- 30' car - Rear Yard 20' 20' - Mociver/70th St. 65' 65' s All public and private streets are 28 feet back of curb to back of curb. + xxxx sf net" is total lot area less wetland buffer and wetland areas s "xxxx sr is total lot area Use Ownership Acres Outlot A Stormwoter Management city 0.94 oc Ouflot B Stormwater Management City 4.32 ac Typical Lot (Varies) Street (No Sc -le) Drainage & uta,Ty E— -f Seteaek Lk. (Sa ni Deeropnit Dat.) rn- 51 h ----� I } I Setb-* ' 9,450 + S.F. �7L.— \� 51- L__—__—_N 0 —J 70 o (No Sc -le) Drainage & uta,Ty E— -f Seteaek Lk. (Sa Deeropnit Dat.) Lat Dlm i - Lot N-ber Opp - Lot Area ep Setb-* 91—ion A 0' 60' 120' 1E 0002398.2PPP01.dwg Martin Date 04/05/17 Sqh 3 OF 8 Westwood PRS Farms 4th: dlmn .vpvio. vd dut I ®. ddr limd PYDPffifNAt PaH II ffiIt,T« mdc the hw. d tie Sbh d Y mta � y. �■ �■!■��/�/�■ f��II Pl t952I93T-5159 76"M.g.. tWe - �� Il nnar o F' salon Phase -/�) ��j���'��'{� Plat Fax (952) 9375822 Etlen Prairie, MN 55540 D— nwII i j y ■a `e L _----J Tame t33e193751s9 w.twmep— F -cis A II; PS 16035 36th Ave. N., Sane 600 MVS.. vrele.�ooa eno�awMt se�c9t� o� 04/0.5/17 T�� YIl16 rod ar.e.e bra..e Plymouth IVIIY 55446 Otsego i14PI 02017 Westwood Professional Services, Inc. t r � ti - < � - - � `\ �•; POND F :.,^ ' ;,,�;\. • , i r' �� \ �,....,. •�..., ' _.•`\ /`''.,,. �1\ \\ WL = 948.0_..- \. _ / \_ .1 OP OF BERM = 950 a r , ` \ HWL 949 N 948.0 >.cT .OF•BEM , 951 6 S_ WEILAND 2 EAST 70 YEAR = 947.5 ♦ , r" .._...:.. �'7 r= ` \ `r2 2 �Si� '__. x �:_ �` .. ., � I 10• YEAR = 949.00(/�LOT .. - ... .. ...... - _-_ _.'._ _ _ ,.� •� 6 - _ - .o_r. %"' I` NOD YEAR = 9492`T2-0 t.8' ` 00 YEAR 94&6 SILT FENCE (TTP) . \ /. 950 =.<.: a-- �� - _.._•- @ _ T 9521 ✓ /99� o i9 93' POND # • ` t, y/ -..-.. .. - _ ._ _. x - =947.0 a' ro `/�_ ��'.,. _ �-�,� �' :[ 3 N \ \ 951.9 LO �� `.• SYS 959 G N<O �� 1 a _ o SOF LIENAR=95 i1 00 - Y � I I 7 r i 3 W I 953.7 _40 I ` I 451.0 LO I LO � O 950.9 f 1 - 8.9 _.. �2 n -_ 9552 i ,• e f , , ' O 954.25. 960-1 I n -14 9� _ LP. m - 956-6 1�' < 5. � . 949,5, I I 949.8 - 9 I 950.5 Ste' ` _ 951-3 I I 951.0 I 95p.6 I 9502 I 949.8 i I ,'L soG sr>cto \ / B 4��I ' Ss 956 $ ` I o °L•. N - - - vt .?`�'° Z r _.., ... _._.... ._.., — CONSTRUCTION ONf9535- WETLAND 3 '�ENTRANCE(TYp.)__ H P . ..,�� �-4 s _ 707H 57WEFNE c r.. .' osa% _ _ t t 5 U If l � \ i - -> / 1 Westwood Phone (952)9375150 76WAmg9 Drive fa[ (952)937-5322 EdenP ri%MN553NN raFee (BB8)93-- v AxoodF- WWsaood Ffofefdwd s�Hvs Mnc I,neb7 m1d) Est W. wm .� pgEad q me a mde m, Ie.,dme a» .qv.�u vd Ort I ®. dd, 6®.m P.oPr�aNAT. 8N@lam mdv He hw. ar ILe Sui of M3ma� %ds DL FFsm 11, PH VI 04/65/17 E,,. 17716 =ILIHII ��+1'�"'� FDNC D>G Dm DWI Nte,ml Ds..H•y brfd.Fe Lennar Corporation 16035 36th Ave N Suite 600 Plymouth, MN 55446 SOG = SLAB ON CRAZE LO= GRADED FOR 80' DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT MADE B"AI M, WITH SURROUNDING GRADE SLOPING DOWN TO 5.O' ABOVE BASEMENT FLOM ELEVATION, AT THE BACK OF THE HO1SE PAD, WC= GRADED FOR BUY DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GRADE ELEVAIICK WITH SURROUNDING GRADE SLOPING DOWN TO WALK OUT GRADE ELEVATION IN THE REM OF THE HOUSE - (1) INDICATES THAT THE GARAGE IS DROPPED 1 BLOCK ON 0.7 FEET. TYPICAL_ LOT Farms 4th.- Phase th:Phase 2 Otsego, MN XI 0' 60' 120' 180' 0002398.2GDPOI.dwg Date 04/05/17 s1,eeE 4 of 8 Preliminary Grading Drainage and Erosion Control Plan Call 48 Hours before digging: LOT CORNER ELEVATION GOPHER STATE ONE CALL \ ; Twin City Area 651-454-0002 BUWDWG SETBACK 99 I i Mn_ Toll Free 1-800-252-1166 I LINE I EROSION CONTROL NOTES_ DRAINAGE ARROW f #i 1 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE 983.0 - WAUNaUT GRADE ELEVATION D&V EASEMENT URE v PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL O 9a3. E 949 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 I I AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL GMME SIDE OF PROPOSED PAD I I TEMPORARY PONDING, DIKES HAY BALES, ETC-, REQUIRED BY THE CITY SHALL BE pI L — — —1 INCIDENTAL TO THE GRADING CONTRACT- ` o II • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END - I LEVER LIE OF ROAD I OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED I ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS _ I GENERAL GRADING & DRAINAGE NOTES_ iI • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER II GRADES UNLESS OTHERWISE NOTED_ !! 31 I I • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT l I HORIZONTAL SITE DIMENSIONS AND LAYOUT - 1 H • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING I UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FlELD-VERIFY : PRIOR TO CONSTRUCTION_ THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE \'�-• ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN_ ,�. i • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES - 1 • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TMES. �I- L U DENOTES SOWRING RING I DENOTES SILT FENCE I "R DENOTES HEAVY DUTY SILT F94M DENOTES EXISTING CONTOURS \ n I 980— DENOTES PROPOSED CONTOURS jL N Imo.-_-- ...v" DENOTES EXISTING STORM SEWER WEILAND �- OF -DW -1111111 DENOTES PROPOSED STORM SERER DENOTES EXISTING TREE LINE �'=W3 4 DENOTES APPRODSLAIE TREE REMOVAL LINTS 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES BIO -ROLL EROSION CHECKS I DENOTES EMERGENCY OVERBLOW EDF_ ELEVATION a I SOG = SLAB ON CRAZE LO= GRADED FOR 80' DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT MADE B"AI M, WITH SURROUNDING GRADE SLOPING DOWN TO 5.O' ABOVE BASEMENT FLOM ELEVATION, AT THE BACK OF THE HO1SE PAD, WC= GRADED FOR BUY DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GRADE ELEVAIICK WITH SURROUNDING GRADE SLOPING DOWN TO WALK OUT GRADE ELEVATION IN THE REM OF THE HOUSE - (1) INDICATES THAT THE GARAGE IS DROPPED 1 BLOCK ON 0.7 FEET. TYPICAL_ LOT Farms 4th.- Phase th:Phase 2 Otsego, MN XI 0' 60' 120' 180' 0002398.2GDPOI.dwg Date 04/05/17 s1,eeE 4 of 8 Preliminary Grading Drainage and Erosion Control Plan LOT CORNER ELEVATION L BUWDWG SETBACK 99 I LINE SOG = SLAB ON CRAZE LO= GRADED FOR 80' DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT MADE B"AI M, WITH SURROUNDING GRADE SLOPING DOWN TO 5.O' ABOVE BASEMENT FLOM ELEVATION, AT THE BACK OF THE HO1SE PAD, WC= GRADED FOR BUY DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GRADE ELEVAIICK WITH SURROUNDING GRADE SLOPING DOWN TO WALK OUT GRADE ELEVATION IN THE REM OF THE HOUSE - (1) INDICATES THAT THE GARAGE IS DROPPED 1 BLOCK ON 0.7 FEET. TYPICAL_ LOT Farms 4th.- Phase th:Phase 2 Otsego, MN XI 0' 60' 120' 180' 0002398.2GDPOI.dwg Date 04/05/17 s1,eeE 4 of 8 Preliminary Grading Drainage and Erosion Control Plan LOT CORNER ELEVATION BUWDWG SETBACK 99 LETT NUMBER LINE DRAINAGE ARROW f 983.0 - WAUNaUT GRADE ELEVATION D&V EASEMENT URE O 9a3. ( IF APPLICABLE ). 993-0 LONNDH BASEAIXT rima ELEVATION GMME SIDE OF PROPOSED PAD NNCNr CRAVE ELEVATION L — — —1 - - LEVER LIE OF ROAD SOG = SLAB ON CRAZE LO= GRADED FOR 80' DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT MADE B"AI M, WITH SURROUNDING GRADE SLOPING DOWN TO 5.O' ABOVE BASEMENT FLOM ELEVATION, AT THE BACK OF THE HO1SE PAD, WC= GRADED FOR BUY DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GRADE ELEVAIICK WITH SURROUNDING GRADE SLOPING DOWN TO WALK OUT GRADE ELEVATION IN THE REM OF THE HOUSE - (1) INDICATES THAT THE GARAGE IS DROPPED 1 BLOCK ON 0.7 FEET. TYPICAL_ LOT Farms 4th.- Phase th:Phase 2 Otsego, MN XI 0' 60' 120' 180' 0002398.2GDPOI.dwg Date 04/05/17 s1,eeE 4 of 8 Preliminary Grading Drainage and Erosion Control Plan a 2017 Westwood Professional Services, Inc. / \ Call 48 Hours before digging: r s9 a POND GOPHER STATE ONE CALL r` r - - WL = 948.0 -\ 2 .._.1 s. o Twin City Area 651-454-0002 HWL = 949.1 Mn. Toll Free 7-800-252-7766 _J OF BERM = 950.1 _OND �E I GENERAL UTILITY NOTES: HVA = 95Q�n \ 4£cs �`�\q\sem - I • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION T,DP OF AND NOTIFY THE OWNER OF ANY DIFFERENCES. ..' 952.0- / \ I I • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL / _s �'� b ► \ b / / \ /I CONFORM TO THE 1999 EO. OF THE 'STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION.... ° \ 0 YEARD � 947.5 \.. - Ai �' ©( INSTALLATION BY THE CITY ENGINEERING�ASSOCIATION OFF MANN" ANDD TO THHE� EAST \ SANITARY _ \• ' / 100 YEAR = 948.6 ' "STANDARD SPECIFlCARON FOR HIGHWAY CONSTRUCTION " MINN_ DEPT. OF TRANS, WETLAND 2 WEST- -- - �.. a, a, - I I AUGUST 31,2005 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE 10 YEAR = 949.000MOT ,A-_ REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 100 YEAR = 949_q_ -POND CONNECT TO STUB OUMOT B I • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY OMITS_ NWL=__9 �7-5- _ 1 IE = 943.26 / . ..� HWL=94-9 - - ' 1 - - 1 _ I I • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION_ SEE SITE PLAN FOR LAYOUT DIMENSIONS_ SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT - 10 �� � • VERIFY EXISTING INVERT LOC. h ElEV_ PRIOR TO BEGINNING CONSTRUCTION. / \ - POND - -_ _- • THE WATER SERVICE SHALL BE INSTALLED WITH A MIN_ OF 7.5 FT. OF COVER. THE J ` NWL=947.0 _ CONTRACTOR SHALL VERIFY THE CITY AS -BUILT CONSTRUCTION PLANS TO CHECK 9 / 1 % MH - (14) OF BER 7.3 ` LOCATION AND MATERIAL TYPE / 1E = 52.97 TOP OF BERM=952.0 ' I \ \ 1 MH - (13) / ` - ( 3 / I • ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTm_ RE = 956. qR / - E (S) = 943.65 (/ ID=8S3 9 ]98 -` - IE (N) = 943.55 \ .� ' ' 4 / / I • FOR UTHE � TYACTOR SHALL LOCATIONS PRIOR TO UTIINACT OPHER STALLATION. �ATE E CA11" FOR 2 D=9.4 12 1 Ju MH -T \RE 9 s IE (� - 7.31 I W� _ D= I ll) I 13 L t' 7 i g 5 �( t L _ I MH 1- (17) RE = b55.14 - �- - RE = 956.391 1 4 1 1 I IE (E) �944-31.. - - - - - L-- - -- - - - -� IE ) = 946_ - -- _ J . IE (W) = 944.91 7 ! IE ) = 946 L- _J L- -.J IE (N) = 944.81 MH - (6) 1 \� _ IF (N) - 946. D=10.4 'F 956.20 I U STUB / D=9.6 E =46.63 IE (E) = 947.78 - ! La --L t' IE 3--- -a- - D=9.7 MH -6. '--►�- ' -r-- 8 J li a LEGEND IE (E) = 94� % j� RE = 9� 5 \ EXISTING 1 D= .7 M _ (12) -� (E) = 9 15 9 \ \ I I / 9'/ / I r-955. � I -1 F_ -� F -, 1 F I I 1 F -1 E (W) 1 SANITARY SEWER 4 1 1 1, iI 7 r 6 1 1 1 1 1 1 1 1 , 15 WATER D W/VALVE STORM SEWER 44 PROPOSED 1 SANITARY SEWER -4- 2 1' i i 1 i 1 1 i I ' iI / t -1 L -1 L - t._- I L LTJ i \ � \� � ) I WATER -I- HYD. I - ,} HYD. W/VALVE ----------- .. STORM SEWER -N- \_ 6' PERFORATED \ WETLAND 3 \ \ PVC DRAINTTLE 7Z1 �+ �p CT © FUTURE (p 70/ J ! O / ITEL J NE SANITARY SEWER WATER .............................. I HYD. W/VALVE a A STORM SEtiVEli ............" I 1 LID i 0' 60' 120• 180' 0o02398.2UTPal.dw9 Martin Dte04/05/17 5 os 8 Westwood =°�,�'�`�`��'""g���' Farms 4th. - -Westwood e..e , v . 6®sd waP99ga1Ac P[H II �°`�`�'��``�� Lennar Corporation Phone (952)9376150]699 Anagram Drive �� n� A J� Pax (952)937-5822 EdenP id,,MN553 Do OWY Phase 2 � ��� �� 7a Pre. (888)9375150 wwtw ,%s F -i. D. 13agm IL P8 Ply36 03,5 36th Ave- N, Suite 600 VA. -.a vr0ladvwl 5nvicet eK itic 04/05/17 C, 1�u 17716 Y®t 16 n ..�•• ear/a.t mouth, MN 55446 Otsego, MN '02017 Westwood Professional Services. Inc. LARABEE AVE NE O,Of' pCp,� 00a 0,17 TOD OM uOp •rf tnn aD0 0,07 �m <p 0l WOW p, �.m 0csi0 NO O� tO,N ON mm �h 'iNfli; - dui - •t N iAN� vl irOi+[�i N• ' N " - N n.. _ �.am" a.ol mrn mao -osrn� rn�rn �oirn mrn rnrn� o+rn �oirn- rn�rn" o+�rn o,rn mrn rnui o`•a rn:a axrn ma, . PVI STA = 59+46.32 - - - - - ... A ... . .... . .... ......... .. .... .- ... - - - ... .............. PVI- STA = 62+09.03 : 80.00• VC .PVI ELEV = :955.21 H_P. ELEV = 956:18 _ 50.00,_68 . -' - PVI. STA =. 64+00.00 190.Im"V'& H.P. ELEV = 956.68 - - . PV1 Eltl+ - 956.39 LP. ELEV - 951.66 :H_P_ STA "58+8&12. . ....- .-...'` .'---.. -'.'PVISTA'='68+740D .40. _ -4;12X LF'_ = 65+95.75- ' " - ......... . 'K'='19.41 PVI STA: 65+73.00 _PVIELEV =.956.80. PVC"=:_63+60.00 . PVI :ELEV. _. 950.33 _ A -D. _ -Z75x. PVF 64+40.00 _ ... . K- ' 18'20 .ECFV. _. 956:14 K =33.61 - PVC = 68+49.00' . . .: ELEV = 95439 PVC _ 64+78.00 -PYF = 68+99.00. . ........ -`.-- "..................... .PVT= 66+6&00--"--:---""--"--:'ELEV'='956.-26 - ELEV =- 953,66 ELEV = .956.65 ELEV. _. 95237 59 60 61 62 63 64 65 66 67 68 69 70 STREET 6 STREET 5 975 �No6. c P) rD7 QO olA mY -NX O-� 00 - oma, . -om � r� NT X17 O,O Of0- [0)7 007 - am- - a+ri.. agi. - .'r a.. wa. o .. "Nn - O.OD 0..-'cV.i w?i... '� �� c» ¢i - �+ti N.ri pto -uz� »to _mei Qin _ yvi.. -,isi. -. - 975 970 inM N>n 0f_:Ol 07010107" d7.W �fn 0i 01 bJ01 viin 0-a 1[S �n �f 0-N �nw u110 �W- Of OI 01:W 07{A �07.OI� 0101 's OI �nan h �aN '0h 0�® -0,01- �W 'aiW- Nin'' �6 Oin 7an 0>A �0>01� 0101 -0101- 8,01 h�a s>n � uHn u7� Ot'Ol' LQ "m:w" 0,01 mW - - PVI STA = 970970 - - - - - 965 PM ELtI/ = . 9ss.3s ... ....... 965 965 .... ....... ..... ...... Pvt srA. �. 7+4t.5o - .. - .. - - '..., ... .. '. .... . 965 - PVI STA '1+00.00 960 PVI ELEV - : 955.21. - 2 xw GO.M . PVI. STA = 14+6848' 960 PVEELEV = 95264 - - PVI STA = 7+07.00. -: - - PVI ELEV = 955.34. - 960 - - LP_ STA:= 4+27-22 50 9507% ELEV - 95425 - _ . - - 950 955 ' 060X: .- ., ... D6. --- o.73z 7a z.z -.-.,_ `. astx o:64z 955 .. .. .. _ _ _6 K 27-22 : 950 50,00' VC L.P_ . STA ..1+78.87. . 4000' VC TPI�STA.-.. -.... -' ��� 950 PVI STA = 1+50.00 - LP -ELEV - 95599 PVT = 5+00.00 .. .. H.P.'ElEif 956_74. - ...-.. ... - - � P. 956-61 - ELEV = 955.48' 940 LP: STA .34-88.01. ... - A -D..-=. Z84x . - . . - - . W_P_ STA =4+36.06 = 7+91.00 - H_P: STA = 12+59.45 945 PVI STA "3+88-00 . PN STA - 4+3800 - PVI ELEV - 953.83 _ - - ..PN 1:2}66.00.. 945 ' -PVI' ELEV.--955.91 :AD. -=.1.20X .. ....... .....PM EtEV _-956.21:_ .:- ....... ...... - ... 935 QE -- P = 956:7 940 ' ' K =- 41.64 : K - 3a11 -_ : - _ `ELEV =; 955,80 ELEV = 956.23 - 940 930 .'.:PVC.' 3+63,00 --..... ..--'PVC-- 4+5800":".-' 3207 ` ' - PVC=12+40-00 ' - .PVT.= 4+13-00 PVT = 4+5800 .' - . - : - PVC = 12+80.00 . 935 ELEV = 95 6.06 '. ELEV.- 95609 .. - ' - -.-. ".. ELS ss. 935 iELEV:- 956.06 . - .... ..... - -ElEV =,'956.06 ' '.- - - ... - - ....... . . .... - - . - - .= .9ss -ECFV = 956.55. . 930 930 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 STREET 5 Westwood I t a7�r roa r pq� n7 o m7 �_p .1-- 4 o itaa Phone ,952,937-5150 7999A q..Drive - >Lennar Corporation 7aP (9 8)937sIW Sewn dp 3r/ Fz� A tagn 1, PS D_arra 16035 36th Ave- N., Suite 600 xmr ooa:+oram a Sa ■!c Ri 04MI17 I, Stu 17716 R -W D-1., b./d. Plymouth, MN 55496 Farms 4th; - Ph th:Phase 2 Otseeo. MN Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn_ Toll free 1-800-252-1166 0002398.2DTPOIAd g rwa _- 04/05/17 stmt 6 OIF 8 Street Profiles 975 �No6. c P) 975u . +m1o0 m9Or .rnVr,4 - - 970 970 - - PVI STA = 5+01.62. - - - - - - 965 PM ELtI/ = . 9ss.3s ... ....... 965 P :STA = 1+00 -OD 960 PVIVI ELEV = 956'62 - - 960 2 xw GO.M 1.00% 2 VC 955 10O.W -L.P: ELEV -955_34 955 - - -- - - - LP_ STA:= 4+27-22 50 9507% _ PVI STA - 4+50.00 950 " - -"' ....... . ...... '100.00' VC ...... . 40- VC PVI, ELEV. 7X5498 - 945 - LP_ EtEY-=955.74 H.P_ ELEV = 95636 _ _ _ _6 K 27-22 : 945.. L.P_ . STA ..1+78.87. . HR. STA � _� 3+00.00 � ' PVC = � 4+00 " ' - PVI STA = 1+50.00 - PVI: STA.= 3+05.00 PVT = 5+00.00 940 :PV1 ELEV = 955-50 PVI ELEV = 956.43: ELEV = 955.48' 940 ... - A -D..-=. Z84x . - . . - - . AD. - --1:605 •- :- . ELEV - 956:32:--- _ K -,3521 K = 25A0. 935 PVC = 1+00-00 - PVC =:2+85.00 ... - PVT =.2i -0a00 :- - PVF' --3+25.00. .:..... - 935 . ELEV = 956-62 ELEV = 956.31: 930 _ `ELEV =; 955,80 ELEV = 956.23 - - 930 0 1 2 3 4 5 6 7 Westwood I t a7�r roa r pq� n7 o m7 �_p .1-- 4 o itaa Phone ,952,937-5150 7999A q..Drive - >Lennar Corporation 7aP (9 8)937sIW Sewn dp 3r/ Fz� A tagn 1, PS D_arra 16035 36th Ave- N., Suite 600 xmr ooa:+oram a Sa ■!c Ri 04MI17 I, Stu 17716 R -W D-1., b./d. Plymouth, MN 55496 Farms 4th; - Ph th:Phase 2 Otseeo. MN Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn_ Toll free 1-800-252-1166 0002398.2DTPOIAd g rwa _- 04/05/17 stmt 6 OIF 8 Street Profiles v2017 Westwood Professional Services. Inc. le MBMMUM-T 1e WASHED ROCK N07E ROCK CONSTRUG71ON ENTRANCE SHOULD BE A MINIMUM HEIGHT OF 1.0' AND CONTAIN MAXIMUM SDE SLOPES OF 4.1- ROCK CONSTRUCTION ENW11MCE A, > > 3 � ­E1-- uREcnoN of now an —T LOT BENCHING DETAIL NO SCALE MFDOT 2573 MACHINE SUCED OR �REASSEMB ED 1 M'N. 2 1/2' -� -A6oVE GROUND OPTION AS APPROVED BY CI -Y ENGINEER. 6"X6" EARTH FILL --*-- FENCE MATERIAL 6" APRON S' POSTS - 8' MAX. ON CENTER M:NLMUM 2' PENETRATION REF. M,DOT 3836 SILT FENCE NO SCALE ESe°P STANDARDPLATNO. WOOD FIBER AD!ACENT BLANKET MULCH\ PROPERTY END OF UPPER BLANKET-. J TO OVERLAP 80TTOM _ END OF BLANKET \� µ1I= RURERITIECAD L 'N TRE6" NCH ]EEP .- Y Her:: ACCORDING FIBER BLANKET SHALL FI PLACE] AND STAPLED ACCORDING IG Mr/CCT. SPECIFICATION 2STRUP E WITH THE TOLLOWVER EXCEPTIONS. IMUACENT STRIP EDGES SHALL 3E O\•EP. LAPPcJ A MlYIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE JSED IN PLACE OF METAL WERE STAPES. ECDSTAKES AND BIOS-AKES ARE ACCEPTABLE PRODUCTS FOR USE -0 FASTEN WOOD FIBER BRANKET. WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE PRo ER "" STANDARD PLATE NO. .EY!5ECG9'Se°® 502 Nn3a�1 3A A pO/�M� 10"� 1T rtJ1�J l o: T ouTLET ELEVATION=(SEE - - GRADING PLAN FOR ELEVATION) POND BOTTOM=(SEE GRADING AQUATIC SAFETY BENCH PLAN FOR ELEVATION) TYPICAL POND SECTION 7 7 1/2' BIT_ NEARING COURSE MNDOT SPEC 2350. LVWE45030B TACK COAT, WDOT 2357 2 1/Y BITUMINOUS BASE COURSE MNDOT SPEC. 2350. LVNVO35WW 67 CLASS 5 AGGREGATE BASE (1005 CRUSHED) 247 MnDOT 2211 CLASS 3/4 AGGREGATE SUB -BASE GEOTEXFKE FABRIC, FOR CLAY SUBSOILS - MIRAFI 50OX TYPICAL PAVEMENT SECTION 'B' NO SCALE I `e -3A32 CONCRETE SIDEWALK Ir CLASS 5 AGGREGATE BASE (1005 CRUSHED GRAVEL) COMPACTED SIIBGRADE CONC. WALKWAY NO SCALE vlm 1Rn5» SevtEA GENERAL NOTES -1 . mv!.. o FIT.!R k wra4!n M4 SMT -T A ewu' w.rme[r u.R s r Fln InrF ddircAx�litc�H luv r a x!W. TKPtiwaxewiT and PFnu I — v2ESTu' rxI-- A—,RErEw ITT w � cr oe aw, .tTcBCEx[r mar.v.r ...�..-..e.....� C/L P/L 60' R.Q1L PA rrea j LTVIEW,140' 1 14.0 f -5_I 4-(TYP-) BOC�'7Inm6T P! 45 1�FL t/3T 4z a 1.&1 SLOPE (TYP-) �SIDEWALK (WHEN APPLICABLE ; .TCR EArxr uxB PROFILE GRADE SEE PLAN MEW FOR LOCATIONS) GRADING GRADE 34c SURMOUNTABLE CLING G & G END SIDE VIEW VIEW 1.0 SCALE, TYPICAL SECTION PUBLIC STREETAIRCLOTH SKIMMER 'DISCHARGE SYSTEM WITH OUTLET N.T.S. STRUCTURE Westwood I hah7 a IY �. Ai PIED — I I Dl — - mda EDT Binrt rPv.;�m vd feet I ®. dfllY S®d tROP,tAt. IPI@>ffi miu tk h+. d t!r Sete d ldmam4 Phoria (952)937.5159 7699A R—Drive F.. (952)937-5622 EdenP ne,MN55344 Ta— (666). -So w twoo*_ Fninca 13L Hagen I4 1'F vralw—d nor..k.tyS—k-L� DMS 04/05/17 �._T>o 177)6 11 1 it rncTawvPm / ,�T i = 1.4 X BEPTH THE 13 OM Y a /— NON -WOVEN f' FILTER COVER :," HIGH DENSITY �./ POLYETH _ENE FRAME BASE OF FRAME SHA ED k SIZED TO FIT INLET TOP ( SIDE VIEW TY?ICAL CONSTRUCTION SEQUENCE FOR SILT -SAVER FRAME & FILTER 1, EXCAVATE APPP.OXIMATEL'Y 4" TO 6" BELOW THE TOP OF THE INLET STRUCTURE. 2. PLACE THE FRAME ONTO THE INLET STRUCTURE. ENSURING PROPER SEATING OF FRAME TO STRUCTURE. S. SLIDE THE FILTER OV^R THE FRAME- 4. RAME4. F[LL ':.E FILTER POCKETS WITH SOIL, #57 GRAVEL OR _ EQUIVALENT. THE FILTER POCKETS SHOULD BE COMPLETELY FILED TO ENSURE A GaOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE. 5. BACK FILL AROUND THE FRAME AND FILTER ASSEIABLY 15 _ NOT REQUIRED TO COMPLETE INSTALLATION. HOWEVER, _ BACK FILLING MAY BE NECESSARY `:0 COMP_EfE EXCAVATION REQUIREMENTS FOR THE SITE. SILT—SAVER NO SCALE SILT -SAVER, INC. WWW'.SILTSA:'ER.COM F R ED E -9 KENtSeP'® STANDARD PLA Tf N0. 506 05 7' ADDITIONAL HOD DOWN WERE DRAINAGE TO REAR 1-1 BELOW !L YARD CAN BE MAINTAIN FLOOR EIEVA' REAR PROPERTY LINE 265 MIN S 1—IES VAR GRADE ® lS AV AY FRON HOUSE / PAD UNTIL SLOPE MATCHES "m PROPOSED BACKYARD GRADES 1' ADDITIONAL HOLD DOWN WHERE DRAINAGE TO REAR YARD CAN BE MAINTARIED- REAR PROPERTY UNE GRADE 9 15 A AY FROM HOUSE PAD UNTIL SLOPE UATCHES PROPOSED BACKYARD GRADES V ADDITIONAL HOD DOWN WHERE DRAINAGE TO REAR YARD CAN BE MAINTAIN F REAR PROPERTY LINE GRADE ® 15 IZ.ORSE PAD UNTIL SLOPE MATCHES PROPOSED BACKYARD GRADES Call 48 Hours before digging: 811 OF C011811.COIT] Common Ground Alliance Deli as a far awava DIG V_ TTY; >o� nm.re<u./a.re W. 3' 3/4.. RO.W L ROADWAY 3' I 22' 1Y I' ES) (VARIES) WETLAND 1 NISLED GRADE AFTER HOUSE GREEN LETTERING ON j FINISHED GRADE FOR PAD WHITE BACKGROUND BUFFER IE6 E 10' - DOWN LIMITS OPOSED BASDAENT _ ZONE —HOLD _ FLOOR ELEVATI 3.0' TO SLBGRADE WHITE LETTERING ON as raPSDL y% BROWN BACKGROUND 3/8Lhis ---- Y /'--FNGINEERm FILL WITH 3/4" LETTERINGO ENGINEERED Flu=>. MATCH PROPOSED GROUND .111 BASEMENT FLOOR ELEVA710N • . BASEMEN FlEME MATCH PON , Crcding,w SUITABLE HEARING SOIL (TVP.) -ENGINEERED FILL OW HOD DOWN ENGINEERED FILL or F llin:g p�7� Walk -OW( O) J]'^ BEARING SOL (TYP-) E — Point. N.T.S. T 60' NNIMUY DEPTH HOUSE PAD ---- — 7 MIN. S L 25' Y i 22• 12' 1' (VARIES) A FINISHED GRADE AFTER HOUSE 0.5OPSOL I FINISHED GRADE FORD I AGE I 10' DALTERNATE NOD DOWN GARAGE FLOOR FL--- 1 LIMITS --_ —_ —_ ----------------- _, 0.5 TOUSOIL WETLAND BUFFER SIGNS ARE TO ,F�ENGNEERm FILL _ D ENGINEERED BE PLACED ALONG ALL = U WETLANDS IN RESIDENTIAL 0002398.2DTP02.dwg AREAS WHERE THE BUFFERS Martin rwt 04/05/17 sh-t 7 OF 8 F ARE REQUIRED. - E SIGNS SHALL BE INSTALLED ON _ R A •'U -'POST" MOUNTING. (SEE _� _ STANDARD PLATE 801) SIGNS SHALL BE PLACED 2G• FROM THE EDGE OF THE DELINEATED OR MITIGATED ALTERNATE 25 WETLAND. WETLAND BUFFER SIGN ROYEr, —D, o.Lr:" to SCALE STANDARD 04 NO. - Na64EA0YA W. 3' SEE GRADING PLAN FOR PAD LIMI7S 35 25' RO.W L ROADWAY 3' I 22' 1Y I' ES) (VARIES) NISLED GRADE AFTER HOUSE EL OF GROUND AT BACKOF WALK T IPAD 8.5' BELOW GARAGE 9-x18' 0.5q wl FINISHED GRADE FOR PAD BELOW WALKOUT ELEVATION GARAGE FLOOR EL 10' - DOWN LIMITS OPOSED BASDAENT _ _ _ —HOLD _ FLOOR ELEVATI 3.0' TO SLBGRADE 'c- I as raPSDL y% T ---- Y /'--FNGINEERm FILL - -- -_ --- ENGINEERED Flu=>. MATCH PROPOSED GROUND .111 BASEMENT FLOOR ELEVA710N • . BASEMEN FlEME MATCH PON ENGINEERED Flu`—"` ,�--ENGINEERED FILL PROPOSED SUITABLE HEARING SOIL (TVP.) -ENGINEERED FILL OW HOD DOWN ENGINEERED FILL PROPOSED PROPOSED L p�7� Walk -OW( O) J]'^ BEARING SOL (TYP-) — Y YIN_ 3' (SEE GRADING PLAN FOR PAD LIMITS) 35' RO.W L ROADWAY 3' ! tY I' (VARIES) FINISHED GRADE AFTER HOUSE I OU GROUND AT BACK OF I AD FINISHED GRADE FOR PAID LOOKOUT 6.5' BROW GARAGE SLAM: I 0.5' BELOW LOOK OUT ELEVATION 10' 0.5 PROPOSED LOOK GARAGE FLOOt EL HOD DOWN OUT ELEVATION uMrrs _________.___ ---- - -- _ -_I�— - i� BASEMEN FlEME MATCH PON ENGINEERED Flu`—"` ,�--ENGINEERED FILL PROPOSED I.D(fO OW HOD DOWN ENGINEERED FILL PROPOSED PROPOSED L OUT ELEVATION SUITABLE BEARING SOL (TmJ SUITABLE BEARING SOL (TYP.) i L /'�" /pry T-.�� y.Wy-OUt NLN) Detafl N.T.S. 60' NNIMUY DEPTH HOUSE PAD SE GRADING PLAN FOR PAD LIMITS RO.W L ROADWAY 7 MIN. S 35' 25' Y i 22• 12' 1' (VARIES) FINISHED GRADE AFTER HOUSE 0.5OPSOL I FINISHED GRADE FORD I AGE I 10' NOD DOWN GARAGE FLOOR FL--- LIMITS --_ —_ —_ ----------------- _, 0.5 TOUSOIL ,F�ENGNEERm FILL GN FILL ENGINEERED BE-ARING SOL. (TYP-) SUITABLE BEARING SOL Slab On Grade (SOQ Detail Latest Revision Date: 04/05/17 0002398.2DTP02.dwg Martin rwt 04/05/17 sh-t 7 OF 8 Lennar Corporation 16035 36th Ave N., Suite 600 Plymouth, MN 55446 Farms 4th.- Phase th:Phase 2 Details 00egD, MN 02017 Westwood Professional Services, Inc - Prelimimay Plant Schedule CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. STREET TREES 65 Autumn Blaze Maple / Acer x freemanTi 'Jeffersred' 2.5 BB AS SHOWN Boulevard Linden / Tlia americana 'boulevard' 25 BB AS SHOWN FOR ONE (1) YEAR ON ALL Red Sunset Maple / Acer rubrum 'Franksred' 2.5" BB AS SHOWN _ Princeton Elm / Ulmus americana 'Pfinceton 2.5' BB AS SHOWN BUFFER DECIDUOUS 18 Senna Glen Maple /Acer x freem-0. 'Senna' 2.5 BB AS SHOWN ITN Skyline Honeylocust / Gleditsia tricanthos var. inermis 'Skycole 25" BB AS SHOWN VY SWamp White Oak / Quercus bicolor 2.5" BB AS SHOWN ORNAMENTALS 45 Quaking Aspen / Populus tremuloides #25 CONT.AS SHOWN �j Ivory Silk Japanese Tree Llac / Syringo reticulato 'Ivory Silk' 1.5 BB AS SHOWN - T Thornless Cockspur Hawthorn / Crataegus c usgolli 'Inennis' 1.5" BB AS SHOWN BUFFER EVERGREENS 53 Black Hills Spruce / Picea glauca densato 6' HT., BB AS SHOWN Norway Spruce / Pike. abi- 8' HT, BB AS SHOWN NOTE_ QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Landscape Requirements TREES REQUIRED 76 TREES 2 TREES PER LOT (38 LOTS s 2 TREES): 76 TREES TOTAL TREES PROVIDED: 219 TREES STREET TREES 65 TREES BUFFER PLANTINGS: 116 TREES FUTURE YARD TREE (1 PER LOT): 38 TREES NOTES- 1. OTES1. ONE ADDITIONAL YARD TREE PER LOT WILL BE PLANTED BY DEVELOPER AFTER CONSTRUCTION ON LOT IS COMPLETE TIMING OF INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANT AVAILABILITY- 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 5. YARD TREE SPECIES. WILL BE SELECTED FROM APPROVED SPECIES LIST. Westwood r m.q er w. w d 6r a a ®aa mr r P -Tared ROL mcrt .�.;io. ma 6,t I ®. dmr e®..i war+sSSkYU.c ITelaa.! Q.Y CIM Fon. (952)9373t59 7699A,ug.Drive %z (932)9375622 61en PrairieMN 553M ^M� TdFea (888)9375138 wcw`wgoo*a Meyer Vk--d ft k -.W Seake4 atc D_ 04/65/77 I,N> 26471 Lennar Corporation 16035 36th Ave, N, Suite 600 Plymouth, Planting Notes 1_ CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811-COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 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 ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECYS 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 PLANTSSHALL 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. B. 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/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. 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 (COMMON 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 47 DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12' DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS- 17. ERENNIALS17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL. AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL- MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). I& EDGING 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 EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE 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. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN, 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR_ LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM_ CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21_ CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22 REPAIR, REPLACE, OR PROVIDE SOD/SEED 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- Call WNER Call 48 Hours before digging: GOPHER STATE ONE CALL Twin qty Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Farms 4th.- -Phase th:Phase 2 ll1 0002398.2PLPOLawg Dme: 04/05/17 sheet 8 OF 8 Preliminary PRUNE OUT MISDIRECTED BRANCHES. PRUNE OUT MISDIRECTED PROVIDE ONE CENTRAL LEADER. BRANCHES. PROVIDE ONE GUYING AND STAKING, AS REQUIRED, CENTRAL LEADER. FOR ONE (1) YEAR ON ALL GUYING AND STAKING AS REQUIRED, _ DECIDUOUS AND CONIFEROUS TREES FOR ONE (1) YEAR ON ALL TOP STAKES 5 ABOVE GROUND DECIDUOUS AND CONIFEROUS TREES (MAX) OR TO FIRST BRANCH. TOP STAKES 5 ABOVE GROUND BOTTOM OF STAKE 3' (MIN_) (MAX.) OR TO FIRST BRANCH. "v6 - BELOW GROUND. STAKING POSTS BOTTOM OF STAKE 3' (MIN.) - TO STAINED WOOD OR BELOW GROUND. STAKING yrr PAINTED STEEL DELINEATOR V POSTS TO BE 7'X2' STAINED POSTS. PLACES POSTS PAINTEDWOOD OR EQUIDISTANT AROUND AND .PCE 3 DE INEATORPOSTSTTLA OUTSIDE ROOT BALL SECURE _ POSTS EQUIDISTANT AROUND TREE TO POSTS WITH 16' LONG a AND OUTSIDE ROOT BALL POLYPROPYLENE OR P(XYETHYLFNE, 40 MIL, 1.57 SECURE. TREE TO POSTS WIlN 16' LONG POLYPROPYLENE OR WIDE STRAP. POLYETHYLENE, 40 NIL, 1.5" TREE WRAP MATERIAL FROM WIDE STRAP. GROUNDUNE UPWARD TO FIRSTPLACE T MULCH, DEPTH AS BRANCHES. AS REQUIRED. - PITS PLACE MULCH. DEPTH AS SPECIFIED. -2 _ 00NOTPILED AGAINST TRUNK 2X HALL OVER PLANT PITS - DO NOT PILE HA DI FORM 3" DEEP WATERING BASIN. DIAMETER AGAINST TRUNK. I _ FORM 3' DEEP WATERING BASIN. 'I I I„ f I Ili ISI 'rte BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. I,,, IFRIIE71 _ BAq(FTLL PLANT PIT NTH SPECIFIED �I I BACKFILL SOL �11c yi SCARIFY SIDES AND BOTTOM of HOLE SCARIFY SIDES AND BOTTOM OF HOLE 11 - I REFER TO AMERICAN STANDARD FOR -II I 1=1- RETR TO AMERICAN STANDARD FOR NURSERY STOCK FOR IPW' I NURSERY STOCK FOR MIN[MUM BALL ..I MINIMUM BALL SIZE ROOT SRL- ROOT FLARE TO BE PLANTED FLARE TO BE PLANTED AT OR AT OR NEAR FINISHED GROUNDUNE. NEAR FINISHED GROUNDLINE SET ROOT BALL ON UNDISTURBED SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOL MOUND SUBSOIL OR COMPACTED SOL MATCHING TREES NATURAL MOUND MATCHING TREES NATURAL GROUNDUNE WITH FINISHED SITE GROUNDUNE WITH FINISHED SITE GRADE. N.TS. GRADE N.T.S. wDECIDUOUS TREE X06 EVERGREEN TREE X96 erxgu 11 LA28 ILA29 PLANTING PLANTING Westwood r m.q er w. w d 6r a a ®aa mr r P -Tared ROL mcrt .�.;io. ma 6,t I ®. dmr e®..i war+sSSkYU.c ITelaa.! Q.Y CIM Fon. (952)9373t59 7699A,ug.Drive %z (932)9375622 61en PrairieMN 553M ^M� TdFea (888)9375138 wcw`wgoo*a Meyer Vk--d ft k -.W Seake4 atc D_ 04/65/77 I,N> 26471 Lennar Corporation 16035 36th Ave, N, Suite 600 Plymouth, Planting Notes 1_ CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811-COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 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 ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECYS 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 PLANTSSHALL 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. B. 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/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. 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 (COMMON 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 47 DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12' DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS- 17. ERENNIALS17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL. AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL- MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). I& EDGING 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 EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE 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. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN, 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR_ LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM_ CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21_ CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22 REPAIR, REPLACE, OR PROVIDE SOD/SEED 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- Call WNER Call 48 Hours before digging: GOPHER STATE ONE CALL Twin qty Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Farms 4th.- -Phase th:Phase 2 ll1 0002398.2PLPOLawg Dme: 04/05/17 sheet 8 OF 8 Preliminary