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ITEM 2.2TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCP Planni ngCo. corn PLANNING REPORT TO: Otsego Planning Commission FROM: Daniel Licht, AICP DATE: 16 April 2015 ACTION DATE: 5 May 2015 RE: Otsego — Wildflower Meadows; 4t" Addition TPC FILE: 101.02 BACKGROUND ITEM 2_2 Meridian Land Company has submitted application to develop nine detached townhouse dwelling units within the Wildflower Meadows subdivision abutting the north side of 72 d Street and west of the City park property. The subject site was approved for development of 34 townhouse dwelling units with the original Wildflower Meadows preliminary plat and PUD -CUP approved by the City Council on 13 March 2006. The application includes a preliminary plat/PUD-CUP and final plat. A public hearing has been noticed for the Planning Commission meeting on 20 April 2015 to consider the application. Exhibits A. Site Location B. 2006 Wildflower Meadows preliminary plat C. WFM 4" Addition Preliminary Plat, Street and Utility Construction Plans D. Final Plat E. Building Elevations ANALYSIS Comprehensive Plan. The subject site is guided by the 2012 Comprehensive Plan for Medium/High Density Residential uses reflecting the townhouse development approved with the original Wildflower Meadows preliminary plat. Changing the unit type from townhomes to detached townhomes with a significant decrease in density has no negative effect on City infrastructure. The proposed detached townhomes also provide an alternative to traditional single family dwellings, currently in high demand in the market, that expands housing choices within Wildflower Meadows and the City's overall housing supply consistent with the goals of the Comprehensive Plan. Zoning. The subject site is zoned R-6, Medium Density Residential District. Detached townhomes are a permitted use within the R-6 District. A PUD -CUP was approved with the Wildflower Meadows preliminary plat to allow development of the townhouse dwelling units within the subdivision on unit and base lots, which is how the detached townhouses are also to be developed. The PUD -CUP is to be considered based upon (but not limited to) the criteria outlined in Section 20-4-2.F, which are addressed within this report. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Surrounding Land Use. The subject site is surrounded by the existing and planned land uses shown below. The proposed detached townhouses provide for a transition between the future commercial land uses to the west and single family lots within Wildflower Meadows to the east. The detached townhouses are also separated from the single family lots by a high pressure natural gas line easement bisecting the neighborhood and the City park. The proposed detached townhouses will be compatible with the land uses in the area. Direction Land Use Plan Zoning Map Existing Use West Commercial A-1 District Undeveloped Wetland North LD Residential R-6 District Single family Mobile Home Park East LD Residential R-6 District Park South M/HD Residential R-7 District Townhouse 2 Building Plans. The developer has submitted elevations and floor plans for the proposed detached townhouse buildings. The dwelling units are single story buildings without basements, measuring 1,346 square feet in area having two bedrooms. Each dwelling unit will have a 440 square foot two car attached garage that has 200 square feet of storage space above the vehicle stalls. The exterior materials are not specified but the front elevation illustrates horizontal lap siding over a brick/stone wainscoting. The materials are not specified for the side or rear elevations, but City staff recommends that brick/stone wainscoting also be installed along the side of the garage on the "right" elevation to the dwelling entrance consistent with the requirements for other townhouse and detached townhouse buildings in the City. Landscape Plan. The developer must prepare a landscape plan for the proposed 4th Addition. The landscape plan should include planting of boulevard trees along 72nd Street, significant plantings of evergreen trees along the west side of the base lot to provide screening of the traffic on TH 101 and future commercial uses, additional screening on the east side of the base lot to buffer the activity at the City park, trees in the rear yards and foundation plantings. The landscape plan is subject to review and approval of the Zoning Administrator and a security is to be included in the development agreement for installation and warranty. Streets. The proposed detached townhouses will all be accessed from 72nd Street. The developer will be required to remove the two existing curb cuts that were constructed for private drives to access the townhouse dwellings with the original preliminary plat approval. Changes to the Wildflower Meadows site design approved with the final plat for the Wildflower Meadows 2"d and 3rd Additions has altered the street layout for the neighborhood. Existing access to the neighborhood is provided via Quenroe Avenue to CSAH 37 and Quigley Avenue to CSAH 42. Additional access will be provided by extension of 72nd Street to the west to intersect CSAH 37 at the signalized intersection with the TH 101 entrance/exit ramps east of TH 101 when Riverbend South is final platted and developed. The extension of Queens Avenue to intersect 72nd Street on the west side of the park has been eliminated and provides additional area for the subject site and detached townhomes. Lot Requirements. The area of the subject site is 2.55 acres. There is no minimum lot area established for single family lots within Wildflower Meadows, only minimum lot widths based on the original developer/builders house portfolio. Townhouses are subject to a minimum lot area requirement of 5,000 square feet per dwelling unit. There is 12,342 square feet of lot area per detached townhouse dwelling unit, which exceeds the minimum lot area of the City's R-4, Single Family Residential District lot requirements. Setbacks. The table below indicates required and proposed setbacks within Wildflower Meadows 4th Addition: 72n St West North Park Between Bldgs. Required 25ft. 1Oft. 20ft. 1Oft. 14ft. Proposed 40ft. -- 30ft. 12ft. 15ft./10ft. The buildings are setback a greater distance from 72nd Street due to the utility connections needed to be placed in the front yard. The separation between buildings is shown as 15 feet between the dwelling unit portion of the building and 10 feet between the garages so as to provide a site layout where the garages are located adjacent to one another which creates more open space on the dwelling's entrance side of the building. Grading Plan. The developer has submitted grading, drainage and erosion control plans for the proposed detached townhouses. All grading 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 townhomes to City sanitary sewer and water utilities. The utility plans are subject to review and approval of the City Engineer. The developer is required to pay utility availability charges for the proposed dwelling units at the time of final plat approval and utility connection charges at the time a building permit is issued for each structure based on the current fee in effect in the City's fee schedule. Easements. The proposed detached townhouses are to be platted in a unit and base lot configuration. The base lot for the proposed townhouses will be platted as Outlot A and is overlaid with drainage and utility easement as required by Section 21-7-15 of the Subdivision Ordinance. All easements are subject to review and approval of the City Engineer. Park and Trail Dedication. Land for a neighborhood park was dedicated with the first final plat of Wildflower Meadows in partial satisfaction of park and trail dedication requirements. The balance of the park dedication requirements is to be met as a proportional cash fee in lieu of land based on the City's current fee schedule. The City has initiated planning for development of the neighborhood park for construction in 2016. The submitted plans illustrate construction of a five foot wide concrete sidewalk along 72nd Street. The sidewalk should be replaced with a 10 foot wide bituminous trail that will be extended by the City into the park and extended to CSAH 37 by Riverbend South. The cost difference between the sidewalk and trail will be credited to the developer's park dedication fees due for this plat. Homeowners Association. Documents establishing a homeowners association must be submitted by the developer to provide for long-term ownership and maintenance of the common outlot. The homeowners association documents are subject to review and approval of the City Attorney. Development Agreement. The City Attorney will draft a development agreement related to the proposed final plat to provide for construction of the project, completion of all public improvements, establishment of required securities and payment of applicable fees. The Development Agreement is to be adopted by resolution of the City Council concurrent with the final plat approval and executed prior to recording of the final plat. 0 RECOMMENDATION The proposed Wildflower Meadows 4t" Addition continues the buildout of the Wildflower Meadows neighborhood and evolution of the original development plans. The proposed detached townhouses respond to current market conditions while being consistent with the City's goals to provide housing options beyond traditional single family dwellings and these homes will be compatible with the existing and planned uses in the area. Our office recommends approval of the applications as outlined below. POSSIBLE MOTIONS A. Motion to approve a Preliminary Plat/PUD-CUP and Final Plat for Wildflower Meadows 4th Addition subject to the following conditions.- Approval onditions: 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 agreements and payment of applicable utility availability charges to assure the City of timely development. 2. The detached townhouses shall comply with the following setback requirements: 72n St North Park Between Bldgs. 40ft. 30ft. 12ft. Dwelling: 15ft. Garage: 1 Oft. 3. The exterior elevation for the detached townhomes shall include a brick or stone wainscoting along the side of the garage from the front building line to the dwelling entrance. 4. The developer shall submit a landscape plan for planting of boulevard trees along 72nd Street, significant plantings of evergreen trees along the west side of the base lot to provide screening of the traffic on TH 101 and future commercial uses, additional screening on the east side of the base lot to buffer the activity at the City park, trees in the rear yards and foundation plantings, subject to review and approval of the Zoning Administrator. 5. The submitted plans shall be revised to provide a 10 foot wide bituminous trail in place of the illustrated concrete sidewalk, the cost difference of which shall be credited against park dedication fees. 6. Park dedication requirements shall be satisfied as a cash fee in lieu of land upon approval of the final plat in accordance with the formula established with the preliminary plat approval and the current fee in effect at the time of final plat approval, subject to review and approval of the Zoning Administrator. 7. All grading, drainage and erosion control plans are subject to review and approval by the City Engineer. 8. The applicant shall pay applicable utility availability charges upon approval of the final plat and all utility plans are subject to review and approval of the City Engineer. 9. All easements are subject to review and approval of the City Engineer. 10. The developer shall execute a development agreement as drafted by the City Attorney and approved by 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 Rich Murray, Meridian Land Company 0 Exhibit q Date Created: 4/17/2015 PI Ni EReA .e ming tirx [ <+;p Kwaldr ptl'rc4 �� r.�z a. +`.simi,�.K �••! . IT OWEA DO cxnptt�e scs� t L -e. MR 2 DEVELOPER CONTACT 714ERESA GREEN`+E D THE RCYI Ti lxI+SD COivll2e►Tci.IN _ SYiLL7FLUV4'GR h1EZS1X)"V E ?s+ SITE EXIIT TT Cl-Teewxnzxnn 1 ar ._ W SrV1LA-MLIOO-SbTA 5MIl 1130 rmenq ), +R�N?4 U7.a WILDFLOWER MEADOWS 4TH ADDITION PRELIMINARY PLAT UTILITY & STREET CONSTRUCTION PLANS OTSEGO, 11r'IINNESOTA LOCATION MAP unr ro scac� `` 2F s a 7ZPfO SrSr �1� �'T" STREET rvw SECTION 26. TOWNSHIP 121, l4ANGE 2.3 i4R1GHT COUNTY. MINNESOTA. LOCA-nON MAPP C 25 Co 100 C:R"aIC SCALE IN FEET WARNING! UN�7ff2GRCU NO UTILJTES CAL_ BEFORE DIGGING PIONEERenginee ng 2422 F. Ihivc (G 51) G61-191-0 �"" F a: fiRl-44fifl 3�lcadon Heights, MN 55L20 BENCH MARK (Naw 1629 AB.Ns DATUM O oPF I FR CONTACT APPROVED �OfZ CONSTRUCTION Prior to any excavation the cantractor shall verify the TOP NUT HYDRANTS location of all underground utilities. Lor f a 2 BLOCK 2 RICK MURRAY 1la,vrLvw�1 NEAovws xNv MERIDIAN U1NO CO. Call 0.8 Hours before digging: 4=99o.B8 3500 AMFFICAN BLVD- $750 BY. TOP NUT HYDRANT BET11EF1q BLOOMINGTON, MH 55431 Ronald J. Wagner, P.E-, City EngT—, City of Otsego GOPHER STATE ONE CALL LOT a & 9 BLOCK 2 (952) 345-4552 Twin City Area (651) 454-0002 wi-OFLOMER PTACo1Y5 uro DATE: Mn. Toil Free 1—SOO-252-1166 d=865.8] SHEET INDEX 1. COVER SHEET - 2. LEGEND 3. EXISTING CONDITIONS 4. PRELIlVIINARY PLAT 5. SITE &DEVELOPMENT PLAN PIAN 5. DEMOLITION, GRADING AND EROSION CONTROL PLAN 7. UTILITIES PLAN 8-9. O►TSEGO STANDARD PLATES ti 10. GRADING DETAILS L1. LANDSCAPE PLAN WARNING! UN�7ff2GRCU NO UTILJTES CAL_ BEFORE DIGGING PIONEERenginee ng 2422 F. Ihivc (G 51) G61-191-0 �"" F a: fiRl-44fifl 3�lcadon Heights, MN 55L20 BENCH MARK (Naw 1629 AB.Ns DATUM O oPF I FR CONTACT APPROVED �OfZ CONSTRUCTION Prior to any excavation the cantractor shall verify the TOP NUT HYDRANTS location of all underground utilities. Lor f a 2 BLOCK 2 RICK MURRAY 1la,vrLvw�1 NEAovws xNv MERIDIAN U1NO CO. Call 0.8 Hours before digging: 4=99o.B8 3500 AMFFICAN BLVD- $750 BY. TOP NUT HYDRANT BET11EF1q BLOOMINGTON, MH 55431 Ronald J. Wagner, P.E-, City EngT—, City of Otsego GOPHER STATE ONE CALL LOT a & 9 BLOCK 2 (952) 345-4552 Twin City Area (651) 454-0002 wi-OFLOMER PTACo1Y5 uro DATE: Mn. Toil Free 1—SOO-252-1166 d=865.8] PIA'NEERengineeTing (651)6Rl-1914 Mendota Heights. 67Pf 55120Ta 6­­8—pia B.— TOPOGRAPHIC SYMBOL5 B CATCH BASIN LEGEND ® _RED END __TION h1' GATE VALVE UTILITY INFS HYDRANT BEST MANAGEMENT PRACTICE WATER SERMCE warER wo.L EE EXISTING PROPOSED CATCHBASIN FUTURE DESCRIPTION _ MANHOLE OTHER THAN SANITARY OR STORM _, SANITARY OR STORM MANHOLE ■ LAM ­INKLER VALVE TO SANITARY MANHOLE UTLTY POLE IT TRAN3FORAER Box DIP FIBER OPTIC BOX SANITARY SEWER (SANITARY & WATERMAIN PLANS) ELECTRIC BOX ■ NATURAL OAS METER EL/ELEV SANITARY SEWER (STORM SEWER PLANS) ] SEMAPHORE O TELEPHONE BOX 19 F FORCE MAIN HYDRANT CAST RON MONUMENT Ilk FOUND IRON PIPE ✓ MIDICIAL LAND MARY. H 31 CONTROL POINT GATE VALVE SPIKE I> FLAG POLE ► TESL HOLE ® REDUCER 4 d HYDRANT tY T CONSERVATION POST CURB STOP ---- -----j CONIFEROUS TREE —I I WATERMAIN (SANITARY & WATERMAIN PLANS) �� I— • - • • • _ • • • • . - • • - • - STANDARD EROSION CONTROL `I ■ ■ ■ ■ ■ ■ ■ s ■ 0 HEAVY-DUTY EROSION CONTROL WATERMAIN (STORM SEWER PLANS} ® E " - m CATCH BASN CATCH BASIN INLET PROTECTION r� STRAW HIO ROLLS LP ROCK BERM —�--. BEEHIVE MANHOLE ENERGY DISSIPATER PC 10 DISCHARGE LOCATION STORM MANHOLE GRAVEL CONSTRUCTION ENTRANCE PI TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS 8% SLOPE MAX. CURB FLARED END SECTION ❑B.= TOP OF CURB ELEVATION aB.57 FOR SURMOUNTABLE CURB OB.15 T_0. = TOP OF CURB ELEVATION CONTROL STRUCTURE CUTMGll qLE CURB ---4+ TO1P 08832 = TOP OF CURB ELEVATION s -ST STORM SEWER (SANITARY & WATERMAIN PLANS) -----��-----SS--- TOP OF $ URB ELEVATION FOR 961CURB - - i— 07.82 d+46.5] >? >?— STORM SEWER (STORM SEWER PLANS) RCP REINFORCED CONCRETE PIPE R/Mt RIGHT OFF WAY CULVERT --- --- ---------- —PERF PERF— —PERF - PERF— DT DT— PERFORATED DRAINTILE SOLID DRAINTILE SERVICE ------ DT oT STORM WATER POLLUTION PROTECTION PLAN TNH CASING TYP TYPICAL Wm WATER MAIN UNDERGROUND ELECTRIC LINE Fa WALKOUT is —fo t,: 9 9 —fo fc. UNDERGROUND FIBER OPTIC UNE UNDERGROUND GAS PIPELINE V 9 4 9— r pelre FRNISHEO M-10 petro [_y ] BLOCK NO. P®iro UNDERGROUND PETROLEUM PIPELINE vr/ L-157 7.-. LOT NC. UNDERGROUND TELEPHONE ONES HOUSE TYPES _ RRAMBLER OR SPLIT ENTRY on -- on UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES = L0 RAMBLER LOCKOUT OR SPOT (1- REgL HU) ENTRY WALKOUT SITE LINES 'il0 RAMBLER wALKCUT LD GAi `.GE E VATIDN REQ oMMEM1 OED I SL —SPILT EN - T STEP I sac -SLAE oN. cHADE EXISTING PROPOSED FINISWEO ELEVATION FUTURE DESCRIPTION 35.5 34.5 STREET SURMOUNTARLE CURB & GUTTER B -STYLE CURB do GUTTER _ ..... ............. . .-.-- RIBBON CURB & GUTTER EDGE OF BITUMINOU5 YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SNGLE/DOUBLE) PHASE UNE .. .-._-----.- -_------ - - - CENTERLINE �w�-,� 2' CONTOUR LINE 10' CONTOUR LINE ---_ ______________ _- POND OUTLET LINE POND HIGH WATER LINE 8X3 PROPOSED SPOT ELEVATION .� .411. ♦ EMERGENCY OVERFLOW • N ' DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND UNE -_3,.FFER BUFFER BUFFER WETLAND BUFFER -v v-rvvrrv� ;"^r^�__-r-v...r^r--y:._r.•. TREE LINE FENA FEMA FEMA FEMA FLOODPLAIN BOUNDARY ______________________ RETAINING WALL _X_X_ —x x x -- x— FENCE (BARBED WIRE) FENCE (CHAIN LINK) �--[3 ❑— —❑ L) C - ❑ EI— FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE T 4 +STREET + LCHT POLE SIGNS PEDESTRIAN RAMP SURVEY INES EXISTING PROPOSEf'I FUTURE _ DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE -.._--------- --------"--- ----------- EASEMENT _ __________ ------- - SET BACK UNE SECTION LINE RESTRICTED ACCESS HATCH PATTERNS F_ GRAVEL SURFACE WETLAND O 81TUMINGLS SURFACE P P P g q q q q WETLAND UPLAND SUFFER CONCRETE SURFACE WETLAND MITIGATION a PERMANENT TURF RESTORATION RIP RAP SELECT BACKFILL MATERIAL I II I PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET I�I� A' �I� I•�I�H H I� UPLAND/NATURAL AREA SEEDING MI CATEGORY PER PLAN PIA'NEERengineeTing (651)6Rl-1914 Mendota Heights. 67Pf 55120Ta 6­­8—pia B.— TOPOGRAPHIC SYMBOL5 B CATCH BASIN CATCH BASIN BEEHIVE ® _RED END __TION h1' GATE VALVE V HYDRANT BEST MANAGEMENT PRACTICE WATER SERMCE warER wo.L EE MONITORING WELL. cL.EANCUT CATCHBASIN HAND HI Q MANHOLE OTHER THAN SANITARY OR STORM Q SANITARY OR STORM MANHOLE i LAM ­INKLER VALVE M' LAMSPIR KLEW HEAD UTLTY POLE IT TRAN3FORAER Box DIP FIBER OPTIC BOX ■ ELECTRIC BOX ■ NATURAL OAS METER EL/ELEV UGHT POLE ] SEMAPHORE O TELEPHONE BOX 19 CABLE Box © CAST RON MONUMENT ■ FOUND IRON PIPE ✓ MIDICIAL LAND MARY. PK NAIL 31 CONTROL POINT GND SPIKE FLAG POLE 0 TESL HOLE ® MAtlBOX 4 SIGN HYDRANT BRLARP T CONSERVATION POST DEaDUOUS TY EE INVERT CONIFEROUS TREE Q SHRUB /r BUSH EROSION & SEDIMENT CONTROL • - • • • _ • • • • . - • • - • - STANDARD EROSION CONTROL `I ■ ■ ■ ■ ■ ■ ■ s ■ 0 HEAVY-DUTY EROSION CONTROL SECONDARY ERC90N CONTROL FENCE ❑ o Or o D o 0 0 0 0 0 0 o EROSION CONTROL AT BACK OF CURB_ " - TREE FENCE O��J CATCH BASIN INLET PROTECTION r� STRAW HIO ROLLS LP ROCK BERM —�--. SUMPED RIP RAP PERMANENT MANHOLE ENERGY DISSIPATER PC POINT OF CURVATURE DISCHARGE LOCATION 7-7 GRAVEL CONSTRUCTION ENTRANCE PI TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS 8% SLOPE MAX. CURB LEGEND ❑B.= TOP OF CURB ELEVATION aB.57 FOR SURMOUNTABLE CURB OB.15 T_0. = TOP OF CURB ELEVATION PVC CUTMGll qLE CURB ---4+ TO1P 08832 = TOP OF CURB ELEVATION s -ST FUR 8516 CURB 08..327.0- a+4E.57 TOP OF $ URB ELEVATION FOR 961CURB - - (TIP OUT GUTTER) 07.82 d+46.5] = BITUMINOUS ELEVATION RCP ABBREVIA-nONS A ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE EMP BEST MANAGEMENT PRACTICE EE CENTER LINE C'9 CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE VRON PIPE DTDRAINTILE EL/ELEV ELEVATION EX EXISTING FES FLARED END SEC7ION F -F FACE TO FACE FM PORCEMAIN GBGRADE BREAK GND GROUND GV GATE VALVE HP HIGH POINT HYO HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COLF71CIENT L LENGTH LF LOWEST FLOOR LO LOOKCUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC COMPOUND CURVE PI POINT OF INTERSECTON R PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMELER RCP REINFORCED CONCRETE PIPE R/Mt RIGHT OFF WAY SSWR SANITARY SEWER STA STATION STRMSTORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL Wm WATER MAIN WC WALKOUT LOT INFORMATION 7RAINACE & UTIUTY 23' 28'0 EASEMENT r FRNISHEO M-10 [_y ] BLOCK NO. ELEVATION vr/ L-157 7.-. LOT NC. ONGOR HOUSE TYPES _ RRAMBLER OR SPLIT ENTRY NJMBER OF STE?S = L0 RAMBLER LOCKOUT OR SPOT (1- REgL HU) ENTRY WALKOUT 'il0 RAMBLER wALKCUT LD GAi `.GE E VATIDN REQ oMMEM1 OED I SL —SPILT EN - T STEP I sac -SLAE oN. cHADE -R- —E ' FINISWEO ELEVATION 35.5 34.5 STREET f,3 -k 25, TWP. LOCATION M12 RGE. 23 1�P NO SCALE Z tl: f c% J- ''' ILJ hA[ A-E-\ I YeL I L 1-; V V L- IVVY A ki Scale in Feet 6 -69 B -b p ... . .. .. ..... .... ... I —Al —r --N —1 IMINARY P1JR-- Y -213'44E 91 Ctl.t E3, VdLBFLoVER MEAE;Q%YS. ....Idllg to the e..rd.d pW thereat VVr'ght ��--ty, Mi,n,,,t, ,d C,,tl,t A. 'All-E:FLOWFR 77 �F MEADDWS 3RD AEDIT10N, t. the recorded plat Lh-..f, ;,. ;2-nw— '4 1, -,2 4VE r3 k' 1 6k A[�ELR � V�, -1 jO N'JIvi yv L A wlLr •❑ <scarcrete m D—w. -W -I- .0, D.,.L, KN,.,t P tes grovel den ales jrr/�41% P6 r h A —1., — h— N L�lu vil 1 4 11-jiv, U.—.. —hLhLh. U . —t, 4D r4 pen .t- W-- I- PIZNEERengineering 24= E—pm- Di,. (kll) (6N1-1914 6814498 I ,\ -- rv�\fit C� 'cs r �` `, ` J` ��hi ST. NE SECTION c6, —WP. ': 21, RGE. 23 LCCATION MAP NO SCALE I 59 0 I TOTAL LOT AREA PI$NEERengin.eering 24222 F-1 ,6— Dzi (631)681-1414 Mer 1Hes hfs, MN 55 120 Fax= 681-A43s � w�vw-F+cweece.�8.�rno f n I— A IVIL_ru�v v v �- 111 v >-i I v LJ l-1 Vnl V l \J IAV+I tVV 1 l 30 15 ❑ SO Scale in Feet LECAL DESCRIPTION FDR P'1ELIMINARY PURPOSES ONLI Out- O, VYILOFLOWE:i MEADOWS, --ding to the —rded pl❑t thereof, Wright C—ty, Mln nesota and Octat A, 'MLOFLCWER MEADOWS 3RC ADDITION, —,ding t❑ the rcco�d cc plot c. -t —f, "i ht County, Minnesatc- TOTAL GROSS AREA 255 ACRES TOTAL LOT AREA 1.04 ACRES NUMBER OF LOTS 9 LARGEST LOT SMALLEST LOT 5,413 4,595 Sq. FT. Sq. FT. AVERAGE LOT 5;027 'SQ. FT_ NUMBER OF OUTI-07 1 TOTAL OUTLET AREA 1.51 ACRES TOTAL RIGHT OF WAY AREA O ACRES GROSS -Y 3.53 LOTS/ACRE NET DENSITY {EXCLUO@S OUTLOTS) 8.65 LOTS/ACRE ZONING RB TYPICAL STREET SECTION 72ND STREET -('WEST CF QUFNROE AVE.) WITH PARKING BAY rtyrt rrM s[o i xuLCH �rr x � �, pANFMENr �E(.'71OYJ - xi1E aFe rvuixur ��� •_wc asnAo.. m �` G, �APagpiEpsyeP=TOE xa¢ Ex_ POND 200 � 9 N.W.L -870.0 2 YR. H.W.L. = 871,4 1O YR. H.W.L. = 872.7/ 100 YR. H.W.L. = 874.311 E.O.F. ELEV. = 874.3 o ig OUTLOT A ` DRAINAGE AND UTILITY l 99 " EASEMENT OVER ALL 1 OF OUTLOT A •4 EXISTINC,. RETAINING WALL g511� Ii, 9 uy, p� / •9f/ t� a 5 7 3 2 SOG &L 4 SOG 9 1 p SaG so�, ISOG ISOG so SOG a o. S SITE PLAN PION_ EER neeri_ng 2422 F-p-Drivep^Px' �'�" (fi51} G81-1914 My d- Heipbcs• VIN 5512U rax 681-9489 PN'x'.FaaveerenS-onm ®ZD t! Y .mm Fn�xms. PA. UNIT CLUSTER MAILa0X INSTALL NEW SURMOUNTABLE 11( CONCRETE CURD AND GUTTER FROM 18+63 TO 23+14 MATCH EXI5 TING BITUMINOUS ELEVATION, PATCH BITUMINOUS V, S' CONCRETE SIUEWALK u 2S bu 100 GRAPHIC SCALE IN FEET � I � I � EX. POND 200 e N.W.L = 870.0y- 2 YR- H.W.L. = 871.4 10 YR. H.W_L• = 8727 1 100 YR. H.W.L. 874.31 E.O.F. ELEV. = 874.3 / J 9 y v ° OUTLOT A WARNING! }��%° 1 �/ '� �� DRAINAGE AND UTILITY l ' UN❑FRGRCORF DIGGING G 5 y/ .- 9 EASEMENT OVER ALL 1 CAU Br.FORF. DIGGING + 9 ���` OF OUTLOT A 9 •4 ' ' x94. 699.5 51 _ ' 899.5 l / 4.7 I 597.5 X98. 0-98.2 � et e 5.5 897.5 r�=97. p=9 a. 3 SOG i+ SSG 857.❑ =97_ Oz9 4 SOS i a97.D as7.b a9T• 0=97 5 SQC' O=97_ b-97. 6 SSG o 99.5 'dS 8 7 m SOG 9a 5 99.5 SOG SOG OG o 9a.a 1 97.5 DEVELOPMENT PLAN c ?Ir � 1 _ 1 O 25 5a S00 GRAPHIC HCAL.^. IN FEET BENCH MARK (NGM 1829 ADJUSTED 0A7UM) TOP NUT .-ANT aETMELV LOT 7 t 2 OLOCK 2 AILi1FLOWIIi MEADOWS MD EL=060.86 LRT 6 . 9 8LUCK 2 mi q'AE8 MEADOAS 2ND EL-ass.a7 W1IDFL0WERMEADOW54TH ADOITION Stock Lot Hottse Type Garage Flour El. LovresLH-El. L -w Op-mgEl. ..-5 DP'FR CONTACT 1 1 OG 9995 -s. DFVFI 1 2 SOG 899.5 899.5 899.5 RICK MURRAY 1 3 501G m a99.s a98.s 89&5 MERIDIAN LANG CO- 1 4 506 8960 898.0 89&0 3600 AMERICAN BLVD- F750 1 5 SOG 897.5 897-5 997.5 BLOOMINGTON, MN 55431 1 6 SOG 897.5 997-5 99x5 (952) 746-4682 1 7 SOG 897.0 897.0 897.0 1 a 506 897.0 897TD 897.0 1 s SOG 897:0 8970 697.0 HOUSE TYPE LEGEND SOG = SLAB ON GRADE R = RAMBLER LO = LOOKOUT WO WALKOUT f = 1 --STEP ' = 2' -STEP � I � I � EX. POND 200 e N.W.L = 870.0y- 2 YR- H.W.L. = 871.4 10 YR. H.W_L• = 8727 1 100 YR. H.W.L. 874.31 E.O.F. ELEV. = 874.3 / J 9 y v ° OUTLOT A WARNING! }��%° 1 �/ '� �� DRAINAGE AND UTILITY l ' UN❑FRGRCORF DIGGING G 5 y/ .- 9 EASEMENT OVER ALL 1 CAU Br.FORF. DIGGING + 9 ���` OF OUTLOT A 9 •4 ' ' x94. 699.5 51 _ ' 899.5 l / 4.7 I 597.5 X98. 0-98.2 � et e 5.5 897.5 r�=97. p=9 a. 3 SOG i+ SSG 857.❑ =97_ Oz9 4 SOS i a97.D as7.b a9T• 0=97 5 SQC' O=97_ b-97. 6 SSG o 99.5 'dS 8 7 m SOG 9a 5 99.5 SOG SOG OG o 9a.a 1 97.5 DEVELOPMENT PLAN c ?Ir � 1 _ 1 O 25 5a S00 GRAPHIC HCAL.^. IN FEET BENCH MARK (NGM 1829 ADJUSTED 0A7UM) TOP NUT .-ANT aETMELV LOT 7 t 2 OLOCK 2 AILi1FLOWIIi MEADOWS MD EL=060.86 LRT 6 . 9 8LUCK 2 mi q'AE8 MEADOAS 2ND EL-ass.a7 FX. POND 200 If ! I e q$ a l EX. POND 200 N-W.L = 870.0 N.W-L — 870.0 f I 2 YR. H.W.L. = 871.4 I r r / ' % y/ ,,. a e,,. r - 2 YR. H.W.L. = 871.4 872. 10 YR.. H.W.L. = 7 11 s ' :• _ - r. / � � e /_: 10 YR_ H_W.L_ = 872.7 100 YR. H.W_L. = 874.3r 100 YR. H.W.L. = 874.3 E.O.F. ELEV. 874.3 F ' E.O.F. ELEV. 874.3 A 4 \ q 9 � WAGE � U DUTY •.!,! F rl / I 4 q.�~if /'' ` Il 1: IS, OVER ALL F `•,,/ '✓ '' y j' .i -rr f {'{ A� ........ bk.a?TMQT.@4 '- I' asV 893 _ A9y-�a.6 `F 4� 9 • 880. - ass � > �_ ._ .� 5 q � /9 �( —` g 1 /X` REMOVE AND DISPOSE OF 9•I / �,f ' • asa:t6i �� RETAINING A LL AS NEEDED FORGRADING aes gs.9 t SALVAGE TOP ROW TO 24I _ 11:.J 898_5 899', Ski REINSTALL AS NEEDED. y .. _ _ } �sv� e 1 . ?rays - 8 �995. O g0 0=99., 7.5 _ n 991.5, �� �• �` 1 9/"' W -.Y leg d86 94 _ 5 , ll 4 897.0 � O�4 •'t 5V G V SQG REMOVE EXIST*G f �si 8'._ 897.0 897.0 X97. pa97. ,j o� REMOVE AND DISPOSE OF - I STRUCTURE _ } — - =97_ dr47_ O�+ S 1 I _ ` F 97 EXISTING. DRIVEWAY APRON/}���\\� _ '..q/ ' _ 1 O 971: O—p9 SOG S 1 l\ ►� E h U .J PIAPNEERengineer~ing 2422 Eu[eeExise DA— � x(551) 681-1914 m—dntz ]3eigpta, MA 5512U Fox: 661-94RR sv+viv.Ptoneere — REMOVE ANO DISPOSE OF EXISTING CONCRETE CURB AND GUTTER FROM 18+8A_ 8+8 TO 23+1A �snWGUT �clsnNc [�1 'ti BITUMINOUS SAWCU7 EXISTING REMOVE F]iISnNG CASING BITUMINOUS I 1 4 DEMOLITION PLAN '—FlLL PIPE WIT. SAN PLUG END ROAD CLOSED SIGN ON TWO TEMPORARY TYPE III BARRICADES TO BE IN PLACE WHEN CONSTRUCTION IS ONGOING IN THE ROADWAY. m O 25 50 100 GRAPHIC SCALE IN FEAT VV el GRADING PLAN 899.5 I 1 R, SOG 99.5 0 25 SD 100 GRAPHIC SCALE IN FEET DRAINAGE AND UnLI EASEMENT OVER ALL OF OVTLOT A 9�I S OUTLOT A I g _ g I 3 J 4 C -R9fi 9 N ya" P II 6 CS: B95.2 INS 88611 IN 886.9 5 A n CS: &4+4 I C� 8 % I C5; 096.2 N 11+ V�89„6.2 2+70 / I IN :856. $I 71`1+55 u5; 895.9 5.5 CS: 695.8 v.a S 7+27 ADJUST STRUCTURE BUILD EX RIM -893.85 NEW RIM -895.5 INSTALL NEW CASTING NEENAH R-1733 INSTALL NEW SURMOUNTABLE CONCRETE-ij CURB AND GUTTERFROM 18+63 TO 23+14 MATCH F705TING BITUMINOUS ELEVATION, PATCH BITUMINOUS AS NEEDED. SEE DEMOLITION ELAN FOR CURB REMOVAL Z jnoaFE°PS .�—NE:.. f ONNECT � - EXISTING 4 -DIP 114 1 X -VH- 4 WATERMAIN. CONTRACTOR TD FIELD VERIFY' LOCATION du ELEVATION, CONNECT TO EXISTING SANITARY SEWER. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. REMOVE AND REPLACE EXISTING BITUMINOUS SECTION AS NEEDED. INSTALL NEW CASTING NEENAH 3501 TS SET INSTALL NEW CASTING NEENAH5C1 TB, SET RIM TO M TCH EX. BIT 1� )I II{ } GENERAL CONSTRUCTION NOTES (SINGLE FAMILY) 1.) 5ANITARY SEWER MANHOLES SHALL HAVE WATERTIGHT FRAMES AND CASTINGS PER OTSEGO STANDARD PLATE NC- 307. 2-) SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. 3-) SANITARY SEWER SERVICE WYES ARE STAT10MED FROM DOWN STREAM MANHOLES. 4,) WATER SERVICES SHALL BE 1" COPPER TYPE "K" W%7.5' MINIMUM COVER. 5.) SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP_ 16.) SANITARY' SEWER & WATER SERVICES SHALL HE I CONSTRUCTED 10' BEYOND THE RIGHT OF WAY. CATE VALVE � to ROAD CLOSED SIGN ON TWO TEMPORARY TYPE III BARRICADES TO BE IN PLACE WHEN CONSTRUCTION IS ONGOING IN THE ROADWAY- ml OADWAY_ ROAD CLCBED BENCH MARK [NGVD 1929 AD.]UI5ED DATUM) TOP NUT HYDRANT BETWEEN LOT 1 R Z BUQCK 2 WILDFLOWER YEADOMS 2ND 0 25 aL-860.88 ,WARNIN,G! I -CONNECT TO EXISTING 12"DIP i WATERMAIN. CCNTRACTOR TO FIELD VERIFY LOCATION & ELEVATION_ )I D 25 5D 100 RIM TO MATCH EX. BIT TOP NUT HYDRANT BETWEEN .................................................................................................................................... GRAPETIC SCALE, IN FEET .............. LAT a do 9 BLOCK 2 WILOROWE0. MEADOWS 240 EL�865.87 ...................................................................................................................................... GRAPHIC ............................. SCALE IN FEET 910 910 — — �..::............ ................ :::...:::........::::.-.:-::-...........:.:.-.:_.:..:-.:. _ m �._ - _- — m - - I - ... I ...:. .: - - :. : _:: .... m N - ... . ... 90S -...:.- _ ..:.. ..... . .... ..: ::. .. .: .:. .:.- - gym.. 905 _.. .... ... ....-.....-.....:..,.....: .-.....4T.H.�-..... .... -.No .N. -...........:...-....-..--..:..:.........-......... . .......... .... ........-.....-.....xI .... .... ..... .,; 0....7.." .---.... ...-...-. _-:__.:-:::_:- ..:::..:. - ___ - -- - -I . ...... - ..... . . ... . ........... x� m. _ _. - . - ..... - - - : ..', .. :: :: - - .CROSSiNG:GAS -MAIN 5� . .............. „1nm.r- -���' ---_ .. .. - -- _ -.: - - VERIFY DEPTH ,ND.. .. 9o0 ooNZp x�oaz ...... .. ...... .. .: ... goo-. LOCATION iN THE FIELD - I :::..._.... ......... - ..... - - - -F1 . GROUND' ..qoc ..... - .. ........ .. ... .......... .. ... ... ....... .....:. ........ ....... :...._...:'. ........... ..-. .:...-..... - ROPOSE➢. _-.--...._-. .... ....,.-.. :GRADE::":.. - -- EXISTING . _.. ... -_.- _.. .GROUND_ -._. -- --.:COVER -__....- ... ...... .: ...-..-...I :..:. .. :: - 4.0' ..... - - -._.... _ . 895895 _.. IN. - . - - - - ... .... .......... ........ G - ..... ...... - - - - - - - 7-5: MIN-.:... _ . - - . - - - BURY 890 ..,.. .,.:, :Q,.. BURY 890 o.. .:::,5-90 _ ---- ---- .. tl: F)c 12' WM ::. :,.,..: .;_ :.. - : --- -- ----- : ----- ---. -. -H WM AN XINc:....:..:. . ......... H!, DIP WtA, U :. : - -:.. - Ex. z : DIS wIn - - - .... 885 : I:I ... :: ::. . :. - :885 ........... ..... .............. I- --_' _..._.._ -... __.._. __.._. ® T10X - SD -------- ----- 35. ..' -. --- - - - - - _..-.... ... DI —885 ..: FIELD VERIFY ;LOCJKnON .&:>ZEV}1n9N. y - ............. .... :. 4%..-.8.........35-®.O.6OiG.-....... ........ .. ...- ...-'.:".:::-.......--.--. 8 0 E : .. :::::::.::_::' 880 . _ I.j. ONNECT TO EXISTING -...-..-...- .. .. .. -. ... .....-. .. .: :.-- ... ....... .. - '.SANITARY SEWER.: _ .. .' .. .: .... ::.. : CONTRACTOR - TO FELD-.. ' _. - ....... LOCATION do ELEVATION.: .. 875 : .... _ _ - : - _. ... - - .. 875 - . . - - - - ..... - - 875 - 10.0•- INSIDE -VERTICAL DROP 'SYSTEM.... " . - ' - - .. ... .. -:. - - - - - - _ ROYAL INTRA -FLOW OR -APPROVED -EQUAL.::::... — - azo :. - mm. m. - : 870 870 .. ...... .0+5C O+CO 0+50 1+00 1+5G 2+00 2+50 3+00 3+50 4+00 4+50 1+50 2+00 2+50 3+CO 3+50 4+00 4+50 5+00 54-50 PI SNEERengineering z422 Lntc.�pnse Ilrivc (r+s 17 wq� a ,�.� _ ^,�^• n.m o>mc� 1VI8T2IDLAN LAND COMPANY WILDFLOWER MEADOWS 4TA ADD. c�i-94sa M OU IHrIgRts, NQS. 15120 qw�,.1 Q�$Mm �O1I � — ��°t-- � 6 W zr. .. acc No 19Ew � G^J-IA-15 �- nlc,anw �,s.�„ eww SANITARY SEWER c� WA1'ERIVfAIN ooAMexlcaNOLvn. SLDOMMGTON, MINNESOTA 55431 QTSPGO,l19NNE90TA 7 10 kL T/1.Y/PII/�CO.AL DRIVEWAY SECTION -"Zo STANDARD 09 PLATE NO: 1 2- 1 IT ENT WEDGE VALVE & BOX INSTALLATION to" a UNDER WATERNAIN rw sures STANDARD PLATE NO. II se 2 - PISNEERengdneering AF LOCALYRESIDENTIAL URBAN 7""T TION - 9 7ON PLATE No. Qt 51-IIARLI �� 1 11, TYPICAL BUTTERFLY VALVE & BOX INSTAL-ATICN 12- & OVER WATERMAIN 0 S-11AR1.1-TE NO. FI� 1-1"1 111A .=' I --Z _ T 11 T SLAN-TDP MAN STANDARD PLATE NO. 400 5 WATER-LER'V'ICE DETAIL STANDARD PLATE No. c RH STOP COYER F R DR IVF'.VAI` IMS LLATICN o 0 1�pip I -- "'F NO. INTERNAL ,Fft�NEY SEAL -T^ PLATE NO. 398 V -'d Q� PISNEERengdneering AF LOCALYRESIDENTIAL URBAN 7""T TION - 9 7ON PLATE No. Qt 51-IIARLI �� 1 11, TYPICAL BUTTERFLY VALVE & BOX INSTAL-ATICN 12- & OVER WATERMAIN 0 S-11AR1.1-TE NO. FI� 1-1"1 111A .=' I --Z _ T 11 T SLAN-TDP MAN STANDARD PLATE NO. 400 5 WATER-LER'V'ICE DETAIL STANDARD PLATE No. c RH STOP COYER F R DR IVF'.VAI` IMS LLATICN o 0 1�pip I -- "'F NO. �T- AA� SANITARY SEWER STANDARD MANHOLE 3,01— No. Jam..' ITI-All STANDARD STORM MANHgLE C—H [—N IN -W fifYEN FLU41 uNE - TO InP GF PzFF - J. FFFT STANDARD PLATE % -a PACER Tj2AFFIC FLANGE HYDRANT qd aikSTANDAR2D03PLATE No. o L pta-W 4 SHALLOW SANITARY MAIN sw SFR—E CONNECTION —"1A11.PILATF NO. Z .... ..... . - I -- - STANDARD SOa�,N��QLE-YARD INLEZ ITANDARO PLATE 1111 4J WG 408 21 14T I'M - F x\11 IL HYDRANT AND VALVE I N57ALLATION STANDARD PLATE N-MJGtOCI 204 - FRAME AND CASTING --A- P -TE No Z7;2 M'..Z 27* PRECAST CATRJGASIN YARD INLET STANDAR D PL 77-71 P— W A -1 TT E 1111 P STAR DA RD LAM No. - 2 �T- AA� SANITARY SEWER STANDARD MANHOLE 3,01— No. Jam..' ITI-All STANDARD STORM MANHgLE C—H [—N IN -W fifYEN FLU41 uNE - TO InP GF PzFF - J. FFFT STANDARD PLATE % -a PACER Tj2AFFIC FLANGE HYDRANT qd aikSTANDAR2D03PLATE No. o L pta-W 4 SHALLOW SANITARY MAIN sw SFR—E CONNECTION —"1A11.PILATF NO. Z .... ..... . - I -- - STANDARD SOa�,N��QLE-YARD INLEZ ITANDARO PLATE 1111 4J WG 408 21 14T I'M - F x\11 IL HYDRANT AND VALVE I N57ALLATION STANDARD PLATE N-MJGtOCI 204 - FRAME AND CASTING --A- P -TE No Z7;2 M'..Z 27* PRECAST CATRJGASIN YARD INLET STANDAR D PL 77-71 1 't2' , 3' CATCH BASIN S -04H111 P-1 NO - 4 C ly DE ,.Av - -- qq F I- P_ SHAL 1E I - DROP [INLET PROTECTON STANDARD Pi NO. PADNEERe?�encl .-- -I-- --I— ---- 2422 Emtcrpme Di- (65]) E451-1914 Mendota illul Z,,W 55120 STANDARD Pl.ATE NO. STANDARD llATENO, ,;nn P. -r, I- I'LL SILLFENCE STANGAR6,PlTATE N0_ 5 -6, I.N F Me EL£VAT ¢N of STANDARD PLATE NO. ,.JEMPORARY , - -CUL DE SAC .' &ROAD MAY BE EXv --TENDED IN FUTURE T- -- - - ------------- ---------- T l - Si4ALL Dr P. - A TYPE -F -FA, .- Al - 1- -111 tr a STANDARD -aiE M. 8- 4—A WQOD IDEly?jehl�lkjlj ON A CUT SLOPE I if ExwJ5IC1i --T STANaARD,PLA7E NO. ot§ko I 71)5 LATE NQ. 0,11- T o90STANDARD PLATE NO. it A A Ti, TYPICAL DROP CURB BIKE TRAIL SECT ION`. A & Q� �SYANPP ,06PLITF NO 7 sec OILI,Elip TYPICAL SECTION BIKE TRAIL 14 x F- A �0� AR. I -E NO, gJA -TiN 11 PADNEERe?�encl .-- -I-- --I— ---- 2422 Emtcrpme Di- (65]) E451-1914 Mendota illul Z,,W 55120 STANDARD Pl.ATE NO. STANDARD llATENO, ,;nn P. -r, I- I'LL SILLFENCE STANGAR6,PlTATE N0_ 5 -6, I.N F Me EL£VAT ¢N of STANDARD PLATE NO. ,.JEMPORARY , - -CUL DE SAC .' &ROAD MAY BE EXv --TENDED IN FUTURE T- -- - - ------------- ---------- T l - Si4ALL Dr P. - A TYPE -F -FA, .- Al - 1- -111 tr a STANDARD -aiE M. 8- 4—A WQOD IDEly?jehl�lkjlj ON A CUT SLOPE I if ExwJ5IC1i --T STANaARD,PLA7E NO. ot§ko I 71)5 LATE NQ. 0,11- T o90STANDARD PLATE NO. it A A Ti, TYPICAL DROP CURB BIKE TRAIL SECT ION`. A & Q� �SYANPP ,06PLITF NO 7 LOCATION OF FJHLJG LITILTIES S7ANOARD PILATE 9-0 F- L E, I. Lfl. SI Ho $SLAV ER STANDARnl Na. 5 � sec OILI,Elip TYPICAL SECTION BIKE TRAIL A �0� AR. I -E NO, gJA ';7 71 LOCATION OF FJHLJG LITILTIES S7ANOARD PILATE 9-0 F- L E, I. Lfl. SI Ho $SLAV ER STANDARnl Na. 5 � sec OILI,Elip TYPICAL SECTION BIKE TRAIL A �0� AR. I -E NO, RA1- MS- ROCK CONSTRUCTION ENTRANCE Z INSTALL PFRIMFTER SEDIMENT CONTROL DEVICES (SILT FERC€). i 5TR1P TOPSOIL STOCKPILE AND 51 IN BERM FOR FUTURE SPREADING. A_ CFG TEMPORARY SEDIMENT BASIN. BASIN TO BE 1004 GF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE SOA FULL S.ALL SOILS WLL BE COMPACTED PER SPECIFTCATCNS. 6_MAINTAIN DRAINAGE DURING GRAOING OPERATION TO MAIPDRARY 5FDIMFNT BASIN. 5.COMPLETE SITE GRADING PER PIAN. B. RESPREAD TOPSOIL MAIN FAIN A MINIMUM OF 4• CEPH. 9.MAINTAIN DRAINAGE TO TEMP 'SEDIMENT BASIN UNTIL NEXT PHASE EEGNS. 1O. STABIUZE UENUDEO AREAS AND STOCTCPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTIQN PRACTICES GENERAL NOTES 1. THE STORM WATER PGLLLTICN PREYEHTDN MANAGER SHALL BE A PERSON TRNNEO, KNOWLEDGEABLE AND EXP ENDED IN THE APPILCA110N OF EROSION PREVENTION AND SE CHMFNT CONTRDL IMPS WHO WLL OVER SEE THE IMPLEMENTATION OF THE SAPPP AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE ERCSION PREVENTION AMD SEDIMENT CONTROL IMPS BEFORE AND DURING CON57RUCTION. 2 CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N-P_DE_5- PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA 015TURBEO BY GRAUING AT ANY OWN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY TME PERMIT AFTER TEMPORARY CEASING GRADING OR COMPLETION OF GRADING 3. A GORY OF THESE PLANS MUST BE ON THE JOB SITE WFIENEYFY CON5?RUCHON IS IN PROGRESS 4. BMP '$ REFER TC EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE ERp51CN AND SEDIMENT CONTROL PLANNING HANDBOOK. Z. ALL 1ROSTON AND SFJ]IMENT CONTROL FACILITES (IMP'S) SHALL BL INSTALLID AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PCNDS MAY BE INSTALLED AS GRADING OCCURS IN TRE SPECIFIC AREA THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETFD AND THE POTENTIAL FOR FROSWN HAS PA55E0. 6 THE BMP'S SHOWN ON THE PLANS ARE THE MINIIMUN REQUIREMENTS FOR TETE ANTICIPATED SITE CCNDITONS. AS CON5TRUCTON PROGRESSES AND UNENPECIED OR SEASONAL CONDITIONS DICTATE ME PERMIT TEE SHALL ANTICIPATE THAT MORE IMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE WRING THE COURSE OF CONSTRUCTION. IT 15 THE MSPQNSIUIUTT OF THE PERMITTEE M ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES ANU/OR CLIMATIC EVENT5 AND TO FRUVIUE AQDITTONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PRDV[CE EFFECTIVE PROTECTION OF WATER AND SOIL RESpURCES. 7. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT MTLHIN THE ORIF UNE, RCOT ZONES OR WITHIN TREE PROTECTION PENCE AREAS. B. WHEREVER POSSIBLE. PRESERVE THE EXISTING TREES, GRASS AND OTHER W-TATIVE KAVER TO HET -P FILTER RUNOFF. 9. OPERATE TRACK EQUIPMENT (DEDEDI UP AND DOWN EXPOSED SOL SLOPES ON FINAL PASS. LEAVING TRACK GROOVES PEIPFNDLCLLAR TO THE SLOPE. DO NOT BACK- BIAUE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 14. TEMPCRATT SEEM SHALL BE DONE IN ACCORDANCE TO MMUT 25E5 Y 3675. C9N5151ING OF: • MN SEED MIX 22-111 O 40 LHS. PER ACRE OR APPROVED EQUAL- MULCH QUALMULCH SHALL BE MND07 TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PIACE OR APPROVED EQUAL INSTALLED TO MINIMUM 99% COVERAGE OF THE SURFACE AREA D1 ST6RB®. • TYPE 1 FLAITUZFR. 10-10-20 O 230 LBS. PER ACRE HG. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH WOOF 2575 & 3876_ CONSISTING GF: • MN SEED MIX 25-121 AT 75 POUNDS PER ACRE • MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTAL -ID TD MINIMUM - COVERAGE OF TPE SURFACE AREA DISTURBED.MULCH AT 90 X COVERAGE WTI DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 BORW.LN O 35D LBS PER ACRE 11. SLOPES AT 3:1 OR STEEPER. AND/ORWHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSI EDED WITH TACKIRER MULCH. 12 THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS, 13- IF BLOWING OUST BECOMES A NUISANCE THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WTHEN 7 OAY5 OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTRE SITE (EXCEPT ROADWAYS) SH All HAL£ BEEN SEEDED AND MULCHEG AND SILT FENCE SHALL INSTALLED MOUND ALL PONDS. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (3G) DAYS AFTER FINAL SITE STA6IUZATION IS ACHIEVED OR AFTER INE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. THE MLKINHZATIGN OF SOL COMPACTION MUST BE USED ON AREAS OUTSIDE OF SPEOFlG COMPADITON REQUIRED AREAS. THESE PRACTICES INCLUDE: PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTION TRAFFID FROM AREAS. USING PRACTICES TO PREVENT CONCENTRATED ROW OCCURRING OVER THE SOIL PROVIDE LIGHT TRACK= MUIPMM7 TO CONSTRUCT AREA TO FINAL GRAUE. THE AREAS REQUIRING LCOSE SORE INCLUDE ALL TOP5QIL PLADLMETIT AND INFILTKATON/FILTRATICN BASINS. TURF ESTABLISHMENT NOTES CONSTRUCTON ACTIVITY REQUIREMENTS 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING. VEGETATIVE BUFFER STRIPS. HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EH051I THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE OEUNEATED (EG- WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC_) ON THE DEVELOPMENT SIZE BEFORE WORK BEGINS. 2. TEMPORARY STABILIZATION MUST HE INMATED IMMEDIATELY WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY C2 TEMPORAAEY CEASED ON ANY PORTIGN IF ME SITE AND WLL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. $TARILIT.ATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER ME CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANFNTLY CEASE0. 3. ALL EXPOSED SOIL AREAS WITHIN 20B RFET OF A SURFACE WATER OR MY STORMWATER CON VEYANFE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MAST RE STABILIZED WITHIN 7 DAYS. THESE AREAS INCLUDE PQND SIDE SLOPES. EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURD AND GUTTER SYSTEM, STORM SE - INLET, DRAINAGE BITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. A- THE NORMAL WETTED PERIMETER OF ANY DRAINAGE CITCH MUST BE STARILHZTE] WTEIIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). S. PIPE OUTLETS MUST BE PROM DID WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 RCURS OF CONNECTION M A SURFACE WATER. 0. SEDIMENT CONTROL PRACTICES 1_ SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEOMIENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REWIRE SEDIMENT CONTROL PRACTICES ONLY AS AEPROAMATE FOR SITE CdNDITDNS, IF GOWN GRRAOE SYSTEM 15 OVERLOADED. ADDITIONAL UPG9RAOE PRAOTGES MUST RE INSTALLED, AND THE SWPPP MUST BE AMENDER THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEEL FOR .SLOPES WIT A GRACE OF 3:1 OR STEEPER. SLOPES MAY BE BRONEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, ED OR OTHER APPROVMETHODS AND/OR AS SHOWN ON THE EROSION CONTROL PIAN. 2 SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DONNGRADE PERIMETERS BEFORE UPGRADE LAND BISIIJR91NO ACTIVITIES BEGIN_ 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATICN EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE IMP'S DURING CONSTRUCTION UNTIL ALL SCURGES WITH POTENTIAL FOR DISCHARGING TD THE INLET HAVE BEEN STABILIZED. B_ IEMMRARY STOCKPILE MUST HAVE SILT FENCE AROUND THE PMIMEMR OF THE BASE OE THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CO-- SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. 6. CON TRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. CDEWATERING AND SURFACE DRAINAGE 1. GEWATERINC OR ANY TYPE CF SURFACE DRAINAGE THAT MAY HAVE TURBO OR SEDIMENT EAGER DISCHARGE WATER MOST EE DISCHARGED TO AN APPROVED SEGMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF TH€ WATER CANNOT BE DISCHARGED TO A BASIN PRIOR M ENTERING THE SURFACE WATER, IT MUST TREATED WITH THE APPROPRIATE BMP'$ SUCT THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE NECEIWNG MATER OR DOWNSTREAM LANDOWNERS. THE CGNTRACTCR MUST ENSURE THAT DISCHARGE POINTS ARE ADECUATELY PROIECTED FROM EROSION AND SCOUR ME DISCHARGE MUST BE DISPENSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAD c NULSANLE CONDITIONS, EROSION, OR INUNOAT ON OF W'ETIANOS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETIAID_ 0. NSPECTIONS ANp MAINTENANCE L THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE CNOE EVERY SEVEN DAYS DURING ACTIVE WINSTRUGTION AMD WHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN O5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.GA N.P.D.E.S. REQUIREMENTS- (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION_) 2 ALL NONFUNCTIONAL SMPS MUST WE REPAIRED. REPLACED OR SUPPLEMENTS WITH FUNCTIONAL 6MP5 BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FILLED CONDITIONS AVOW ACCESS UNLL5B ANOTHER TIME FRAME IS SPEC- (SEE MPGA NPDES PERMIT fV_ES} E POLILnoN P TION MATURE ]TIENT MEA VIRES 1. SOLD WASTE MUST BE DISPOSED OF PERM.P.C.A. REQUIREMENTS. 3. HAZARDOUS MATERIALS MUST BE STOREG AND UISPGSED OF PER M.P.O.A, REGULATIONS. 3. EXTERNAL WA -G OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SIZE. RUNGFF MUST BE CONTAINED AND WASTE PROPERLY OIS'POSEO OF. NO ENGINE DECREASING IS ALLOWED ON SITE. STABILIZATION OF ALL LXP05LD SOIL AREAS MUST BE INITIATES IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE CdKWLETED LATER THAN SEVEN (7) DAYS AFTER THE COHSTRCICRCN ACn14TY IN THAT PORVCN OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. LOT BENCHING DETAIL TEMPO!ARY SEED SHALL BE COME N ACCORDANCE TO MNDOT 2575 &SODS: ODNSISTINC CF. • MAY 1 - AUGUST 1: MINNESOTA STATE SEED MIXTURE 2 -111 '(CATS COVER CROP) O 101 LBS. PER ACRE OR APPROVED O > D D EQUAL • AUGUST 1 - OCTOBER 1: MINNESOTA STATE SEED MIXTURE 22-111 (WINTER WHEAT COVER CROP) O 100.6 LOS. PER ACRE O a 0 OR APPROVED EQUAL • MULCH SHALL BE MNOOT 3382, TYPE 1 O 2 TONS PER ACRE OR APPRCVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL INSTALLED TO MI FLMUM SCS -AGE OF TIE SUR- AREA DIGMMEG. LOT FROFItE • MNOOT 3SB1. TYPE 1 COMMERCIAL FERTILIZER, 10-19-20 O 200 LBS. PER ACRE - - ' FFRMANFTHT TURF RESTORAIGN SHALL BE DONE IN ACCORDANCE WITH MNOOT 25%5 A: 3676 CONSISTING CF: - sL'REET D • MIMIESOTA STATE S® MIXTLRE 20-141 (MESIC GENERAL ROADSIDE) AT 59 POUNDS PER ACRE.J D.RLcnON O�ELOW cN STRIE D.3' • MULCH SHALL BE MNOOT 3982, TYPE 1 O 2 TONS PER ACBE OR APPROVEO EQUAL AND DESK ANCHORED IN PLACE OR C 5' APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF RHE SURFACE AREA 615TUF®EO. • MI 3081, TYPE 3 SLOME-RE LEASE FETRTILDEM, 22-5-1Q MINIMUM 7CR WATER-INSCLUBLE NITROGEN O 350 LESS PER ACRE PIAtNEERenginemng 2422 F'�erlaise DrivePy 4651)6x1�YT4 Magid- Heigl", TAN "'20 TAXE 69194th wx+z.paontrrcv¢.com CSI zOv Lsoorer CtpJnee�g,PA. ELI C,1miwdill.E.nr C11111141111f 100210411:f-11 RNIeI21 NOTE: MAY BE LARGER AS _ REQUIRED BY THE ENGINEER. SILT FENCE p GRADE GRADE SLABON GRADE NO SCALE AS NOTED MIL. I -O. S' TOGSOIL1 A ES (,RACING GRADE 2, 3,0� -PRIPCSEG FINISHER -DE _ rE%ISTNC -RAO- GE' KcT 91 LIMIT SIF SUwC UE EXCAVATILNH MATERIAL S 7D RAGKPTLL �P . NDN -SELECT BAGKRLL MATMRIAL NDN --SELECT IIIc RACK.I LL MATERIAL u'0 - COfAPACTEO BACKFILL COMFRCIED IS CK ILLJ „ -BOT-CMN�OF UNSTABLE MATERIAL SUBGRADE CORRECTION DETAIL NO SCALE KEY EnReNEN:- SURFAG DRANAC£ 1 I AOVSE T,p-S 9BZ.❑ 1 RLC- ER IDOUWT 1.' C FP11T M TY•N I SI IWC- 9kER UR IT rl 5e-SPLI.Y ENTRY dry, DOT LI - STREET Ex, POND 200 N. W_L = 870.0 2 YR. H. W.L = 871.4 1 O YR. H W L = 872.7 fi i lUU YR. H.W.L. = a74-3 E,O.F. ELEV. — 8743 i r _ r _ - -_ -.. __ .-_ _-��`'ql � f�`�}��,�F��[[['y , ��t � �: ��� � � � IIS � •t SHORT GRASS PRAIRIE N ❑ PmNeNmlM1wmt Cemmen Name sraam:(�wame Rale [kp1M1� Rafe Yef Mfx sl 411 IY bvxN sett ama 5e� 1.35 119 18 2aM1 g. der l2 .m 9 196 3.is n .� - lFwo OSo x,�ra rnna o as dS d, bm cis zxrn - "vl - Tm e,4 aax 1p ca am mn A a aoa om aelw oa? ,.n'� raffia � ❑awa.ane�ea� 00 ,cake en. o,s o.os as55s ❑dz nil 0 oar eaeana cmrarrwg lieAgxaa M1N aVca o o� 9.1F.As mM1 tdazr.'nc star tl rre Lw4a - 093 lnRa. �e o .CII 01BX - aabe o.� �,a meenroa vm oW 9. a ds 7 96 9 Au3axcRbl7" 0 8 -ar ❑B 9 .,a rwmar�a.. o.m am 9 d c a .m 9.m ooanc ae, o.ee a ml FvrEs Ba< D ]5 sans lsee nose at aegp:7r9 s, �mmmraae a.ae aao n --1 13. 1109 ,Wa01i gnpoea„ Repa- �T ry pa n cU br weih d npg I I I. neon p PlaMing Ana, Td press Aspen Pahlan6 P i S NzrlM M'Is suk¢sE N EI M - al5e@e fa Parti dw Laraensar Mew Fvtl _ ncrM LANDSCAPE NOTES �r SL'll II} sic ul Nor �.rw �.er mcr r a.. euraum . w.n s m kl •wras vaors .o xw,.e ars _w au MW w W,;na� m M oems` M PLANT SCHEDULE cOMMON NAME - antific name ROOT IQUAN' ffYERSTORY IMES SENTRY LINDEN/T:ic a wicono 'S—Vj 2-5" SM 5 AUTUMN BLAZE MAPLE/wed# R fradi .H 'Auto-- I$4l! 2-3 B&B 5 SKYLINE NONEYLOWST/Gledlitsio triacantho d . inermis 5k7r1"slde 2.5" H68 4 DECIDUOUS TREE PLANTING DETAIL TM�n�wui r��//tee g� r m e4P z�-1 i TM1. ge e� � amu,uais- '^-a^ cvei a,e = PI CNEERengineering MERIDIAN LAND CON PANY WILDFLOWER MEADOWS 4TH ADD. (b57)6N7-I')]4 V.-_ - LL (YF 1 2422 Fslrapaiu lari�� I—: 681-9488 ` � I ]aeuiferl xum�wanesirped lc LANDSCAPE PL.'11.V 3fi00 A:i1ER1CAN BL�'H. OTSFOO. MINNESOTA MN55120 www.psoneemu€-com m,der ' e la"...+'rn= c��n �ffi ac8Iw m mxm pr BL(70MINGFUN. MLVNYSOTA 55431 WILDFLOWER MEADOWS 4TH ADDITION }CNCW ALL PERSONS 6Y ?HESE P4ESENTS: That M.erfcion Land Haldirgs, LLC, a ❑e.awrre limited Nobility compar/. owner, or SURVEYOR'S CERTIF.CATE CITY COUNCIL, City of Otsego, Minnesota the `.'lowing described crap—ty sIt—sl in the County of tvigh_, State of M7nnes.to. to wit; I P- ter lowkinso, do hereby cer-,ify t"t tr-_, _. rt »" _rep—d by -- nr l,rde, my direct sup erv. stun, thin err^ .: dCy Th[s plot o? Wil DFI-CWIER MEADOWS 4TH ACCITION — cpp-,,,d and cccepted by the City C—cl of the City of Otsego. Licenses Land Su rvcyar in the. Stat, of Mlinn=_a _ha'_ '—plct is a uc.l �_, epres:-t-T—, of the b—ndory survey; that all 11111—to t. c regu'ur mee Linq lh—f :-,eld this _ day of 20 , end sod plat 's in Outs- 13, w.L]FLOWER MEA1ii:Al r —rdrnq to ther_corded plat. theteaf. W ic.-at Coun,y. M'Inre.otn cnfl I.tl.t A. —.t —0 - co -.o old Icbe-s a e co,—L d,. �'qu s.e.l _1 :his plot; that all mo.lum—a dapictec n•r this prat hove ne,en, .r _orriplores with the provis[ons- of Minresota Statues. Section 505.03, Subdlviaen 2. WIU]FLO'm'ER MEP.DUN�S 3RD ADDITION, ❑cc5rc:ng to the recorder plot --r—f. Wright �]ar,n ty, Minnesota_ will be ..err within ane year; tho.. ., all _, j, dere- and wet Inndfi s, as defines in M.in n,sots Statutes, Section 505. 01, Ss:bd. 3, a_ of the date of this aertif rn r. r.. shown and Ieoeled cul h is �Ia t: antl oil public ways are shownTd 4os cased '.he s --e to to .,.,eyed and potted os WILDFLOWER, MEADOWS 4TH ADDITION one does heresy ae ,.— ro the laaeled on this n et. Moyar �i-y Administ,aAd- public for p tlic use the IAublic Aeys one the drainage and. ut'lity ea en.> as created by this pot. Qated this day of 20_ . WRiCHT COUNTY SURVEYOR In nitn—wFlere2f .cid Merrdcol Land H�ldings, LLC, o. Delaware U-ited lipbllity cq--pony, hes cou.;cd mese presents la Ce I herepy aertiry that in ¢c..,d... s :•: i`,h I,fin.costo St-..�.e.,. Sectic.� 505:.021. Subd. 11, this phot has Leen reviewed and signe.tl by Its ol—r officer this day of 20 _ Peter J, —i .1 Licensed Lend Saeve yar a:-provad this any of 20 Minnesota I.icar�se No. 47'•9 Meridian Land Fl.ldingo, L -C, a Delaware li-3ted Gab: ity company STATE OF MINNESOT as Printed Name 7ltle STATE OF MINNESOTA COUNTY OF This i:., --_"en It was oak, owledged before me tai. day of 20 , by os of Meritfan ' and Holdings. LLC, a ilelaware Resited Inability pornoeny, on beh.fF of the compcny_ pY-.ted Nom., Nal, -y Pcblic C.unty My Commission Expires 2c o as Scale 1n Feet A COUNTY OF Th= fo:egaing Surveynr•. Certificate. was. acknowledged Sof— — this , dcy of 20 by Peter J. H, wkinsan, I..ond Surveyor, Minnrso:u License Na. 42299. ' 8 N DETAIL �N NO SCALE gc`'il 1. sy �avndT �� /- AND TILT Tv EASENE' T n`op'2a'I2 ' u�r r il` Ja �6k AGE PND I: TII ITT EASEMENT N89°28'44 -W 265-91 Rrintnd N,me Netcry Pvb:fa, County My Commission Expires Wright Canty S.:rveyar WRIGHT COUNTY AUDITIOR ?ursunnt to Minnesa:a Stetu les, Section 2/2.'2, there are no delinquent :o=e: on the Ignd her c'nbefore deseribed anthis plot and transfer entered ths. day of , 20 'tllrigrt County Auditor Deputy WRIGHT COUNTY TREASURER ursuart to ml—gsato St.t„te-, Section 505,021. 5ubd. % taxes sayable for the year 20 the and hereinE efa re desc.ibea hove been paid H -is _ day of 20 Wright C.—ty Treasurer Dep,ty WRIGHT COUNTY RECORDER I hereby certify Ebel this in strum sat xcs fled it IFe office of the. County Recorder far mooed on this _ no, of 20 , of .!clack _ M. .r.c Nay duly recorded Irl Cabinet Noa- Sleeve _ , as Da. --t No, t y _ / 1t Gt=32.83 3'55 -B=512 3'^E p=04`S7 35 L=32.84 ca\` K L1NE OUTLOT A Nil ^av'4r._ Sa'w 47.54 45.45 aeras <a Ts x 7J v 5 9 8 m" BLOCK r 1; v Uun dna il5w zi- g�O �.SE 21.12 'NA9"29'0.4"'N 68:82 p=11n g'91" h 366 ia4 1Sr-J.77 I 57g°!2'35 W - ,�as"<2 RAS 9.G9 ^ I GL=133.46 CA=N 84°07 5 p=09 48 R=7 80-0000 ,=1:53.62 C7 +3' c7 L7 ----SEE DETAIL �-' CL=13.36 Cs—s49 470544 E �L_1463 p 589'28'44"E=11°18'41" 58-73 R 37705 -��slv IdvI,.L;che �> ER v tL-✓T '" wrisht C.—ty Rewarder --'tet-�--- °+tps � a M1 �l 1 I sl le y�roo �— s. VE - S OTIC\' 2C, T141F. 121, RCE. 23 L'O'CATION MAP NC SCALE TH:- CRIFNTA jnN OF THIS DEARINr SYSTEM IS BASED ON THE NCRTI-WES EFL" _INE OF CUT OT R. W'I.DF-_OAY R MEADOWS, 'A'HICH S ASSL'0."CD TC -IAV- A RFARING CF NORTH 64'11'44'• EAST_ O DEND-ES SET '/2 'NCH E- -4 IN2E IRSN PILE VCNUM.-NT MARK -L: AY 3Y ICFNSE N'UKIBEq 42299, CR WILL 6E SET [N ACC.i)RCAN^F w _ti " 's-CTION 505_C2 . SUEJ. 10. • U-NCTE5 FJUNG 1/2 HCH IRON MONUMENT MARKS:: BY LICENSE NL',leER 422.99 UNLESS OTHERWISE NC ED. PIONEERengineering l C> oF =r1 n.3I.53 w 4;.95 t -97 47 5n s Im-i g�O �.SE 21.12 'NA9"29'0.4"'N 68:82 p=11n g'91" h 366 ia4 1Sr-J.77 I 57g°!2'35 W - ,�as"<2 RAS 9.G9 ^ I GL=133.46 CA=N 84°07 5 p=09 48 R=7 80-0000 ,=1:53.62 C7 +3' c7 L7 ----SEE DETAIL �-' CL=13.36 Cs—s49 470544 E �L_1463 p 589'28'44"E=11°18'41" 58-73 R 37705 -��slv IdvI,.L;che �> ER v tL-✓T '" wrisht C.—ty Rewarder --'tet-�--- °+tps � a M1 �l 1 I sl le y�roo �— s. VE - S OTIC\' 2C, T141F. 121, RCE. 23 L'O'CATION MAP NC SCALE TH:- CRIFNTA jnN OF THIS DEARINr SYSTEM IS BASED ON THE NCRTI-WES EFL" _INE OF CUT OT R. W'I.DF-_OAY R MEADOWS, 'A'HICH S ASSL'0."CD TC -IAV- A RFARING CF NORTH 64'11'44'• EAST_ O DEND-ES SET '/2 'NCH E- -4 IN2E IRSN PILE VCNUM.-NT MARK -L: AY 3Y ICFNSE N'UKIBEq 42299, CR WILL 6E SET [N ACC.i)RCAN^F w _ti " 's-CTION 505_C2 . SUEJ. 10. • U-NCTE5 FJUNG 1/2 HCH IRON MONUMENT MARKS:: BY LICENSE NL',leER 422.99 UNLESS OTHERWISE NC ED. 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