The URL can be used to link to this page

ITEM 4.1 Wildflower Meadows 5thP, ots" F O MINNESOTA g DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Planning City Planner Licht 13 April 2015 PRESENTER(s): REVIEWED BY: ITEM #: City Planner Licht City Administrator Johnson 4.1— Wildflower Meadows 5th AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of the Wildflower Meadows 5th Addition Final Plat and development agreement. ARE YOU SEEKING APPROVAL OF A CONTRACT? I IS A PUBLIC HEARING REQUIRED? Yes. No. BAC KG RO LIN D/J U ST I F I CATION : Meridian Land Holdings LLC has submitted application for final plat approval of 14 single family lots to be known as Wildflower Meadows 5th Addition. Rottlund Homes Inc. had received preliminary plat and planned unit development -conditional use permit (PUD -CUP) approval for Wildflower Meadows on 13 March 2006. ■ Preliminary Plat Consistency. The proposed final plat is generally consistent with the design for this area of the development shown on the preliminary plat. There are two fewer lots in the area of the proposed 5th Addition final plat compared to the approved preliminary plat due to slightly wider lots. ■ Zoning. The subject site is zoned, R-6 Residential Medium Density District, which allows single family dwellings as a permitted use to better accommodate house designs sought in the current market. ■ Lot Requirements. Under the PUD -CUP approved with the preliminary plat, single family lots within Wildflower Meadows are subject minimum requirements shown below. All of the proposed lots illustrated on the final plat. Min. Setbacks Lot Width Front Side Rear Bldg. Garage Corner Interior Interior CSAH 42 55ft. 25ft. 30ft. 25ft. 7ft. 30ft. 65ft. ■ Landscaping. The preliminary plat/PUD-CUP approval for Wildflower Meadows included a landscape plan to provide for boulevard landscaping along the public streets. The developer will be required to install this landscaping as a condition of final plat approval for the proposed Stn Addition. ■ Access/Streets. Wildflower Meadows is accessed via 70th Street (CSAH 37) and from River Road (CSAH 42). The proposed 5th Addition extends a public street between Queens Avenue and Quigley Avenue to access all 14 lots. The street is labeled on the proposed final plat as Queens Avenue but should be revised as 74th Street. All streets within Wildflower Meadows are designed with a 60 foot right-of-way and 28 foot street section with concrete curb and gutter. A five foot wide concrete sidewalk will be constructed along the north side of 74th Street. All street construction plans are subject to review and approval of the City Engineer. ■ Park and Trail Dedication. The preliminary plat for Wildflower Meadows included dedication of 6.38 acres to the City for development of a neighborhood park. This dedication partially satisfied the park and trail dedication requirements applicable to Wildflower Meadows and Wild Flower Meadows South with the balance to be met as a cash fee in lieu of land equal to 41.7 percent of the City's current cash fee in effect at the time of final plat approval. The calculation of park and trail dedication fees in lieu of land applicable to the proposed 5th Addition final plat is included in the development agreement. ■ Grading and Drainage Plans. The developer has submitted grading and drainage plans for the proposed 5th Addition. Outlot A should be deeded to the City for storm water management purposes. All grading and drainage plans are subject to review and approval by the City Engineer. ■ Utilities. The developer has submitted utility plans for the proposed 51h Addition All utility plans are subject to review and approval by the City Engineer. The developer is required to pay Utility Availability Charges at the time of final plat approval as outlined in the development agreement. ■ Easements. The final plat illustrates drainage and utility easements at the perimeter of each single family lot. All easements are subject to review and approval of the City Engineer. ■ Street Lighting. Section 6-8-4 of the City Code specifies installation of street lighting for new subdivisions. Type I lighting will be required to be installed at the corners of intersecting local streets by the developer with payment of the street light operation fee as part of the development agreement. ■ Development Agreement. The City Attorney has drafted 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. SUPPORTING DOCUMENTS: ❑ ATTACHED ❑ NONE A. Engineering Review dated April 8, 2015 B. Findings of Fact and Decision C. Resolution 2015-18 approving the Development Agreement D. Development Agreement E. Site Location F. Final Plat G. Construction Plans POSSIBLE MOTION Please word motion as you would like it to appear in the minutes. Motion to approve the Wildflower Meadows 5th Addition final plat subject to the conditions as outlined in the Findings of Fact and Decision and adopt Resolution 2015-18 approving a Development Agreement. BUDGET INFORMATION FUNDING: I BUDGETED: ❑ YES NA I o NO ACTION TAKEN ❑ APPROVED AS REQUESTED ❑ DENIED ❑ TABLED ❑ OTHER (List changes) COMMENTS: Review No. 1 �Hal<anson Anderson ENGINEERING REVIEW Residential Subdivision for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Lori Johnson, Administrator Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Rick Murray, Meridian Land Company Paul Cherne, P.E., Pioneer Engineering Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: April 8, 2015 Proposed Development: Wildflower Meadows 5th Addition Street Location A portion of the NW 1/4 of the SE'/4 of S26, T121, R23. of Property: SW of CSAH 42, east of Hwy 101 and north of CSAH 37. Applicant: Meridian Land Company 3600 American Blvd, Suite 750 Bloomington, MN 55431 Developer: Meridian Land Company Owners of Record: Meridian Land Holdings, LLC Purpose: Wildflower Meadows 5th is a proposed 3.74± acre, 14 lot single- family residential development within the original 82± acres of Wildflower Meadows development in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) TABLE OF CONTENTS INFORMATION AVAILABLE FINAL PLAT CONSTRUCTION PLANS COVER SHEET LEGENDS DEVELOPMENT PLAN SANITARY SEWER AND WATERMAIN STORM SEWER CONSTRUCTION STREET CONSTRUCTION OTSEGO STANDARD PLATES GRADING PLANS (G1 - G4) STORM SEWER AND INLET SPREAD CALCULATIONS HYDROLOGY OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\ot2324 05RVW1.doc INFORMATION AVAILABLE Final Plat for Wildflower Meadows 5t' Addition, 3/6/15 submittal, by Pioneer Engineering Construction Plans for Wildflower Meadows 5t' Addition, 3/6/15 submittal, by Pioneer Engineering Grading Plans for Wildflower Meadows 5t' Addition, 3/6/15 submittal, by Pioneer Engineering Storm Sewer Design Calculations and Drainage Area Map, dated 3/2/15, by Pioneer Engineering Wildflower Meadows Construction Plans for Wildflower Meadows, 4/10/07 revision, by Pioneer Engineering Final Grading Plans for Wildflower Meadows, 4/10/07 revision, by Pioneer Engineering Storm Sewer Design for Wildflower Meadows, 4/10/07 revision, by Pioneer Engineering Inlet Spread Calculations for Pinnacle Crossing, 1/17/06 revision, by Pioneer Engineering Hydrology Report for Pinnacle Crossing, 10/30/06 revision, by Pioneer Engineering Existing Conditions of Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering Preliminary Plat of Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering Preliminary Utility Plan for Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering Preliminary Grading, Drainage & Erosion Control Plan for Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering Phase 1 Environmental Site Assessment, 2/4/04 revision, by Braun Intertec Corp. Geotechnical Report for Pinnacle Crossing, 1/29/04 revision, by Braun Intertec Corp. Wetland Delineation Report for Pinnacle Crossing, 11/6/03 revision, by Pioneer Engineering City of Otsego Engineering Manual Trunk Stormwater Facilities Study for Portions of Lefebvre Watershed, March 1999 City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map, 1991 PAGE 3 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\ot2324 05RVW1.doc FINAL PLAT 1. Street labeled Queens Avenue should be labeled 74th St 2. Outlot A Wild Flower Meadows 4 h Addition shall be dedicated to the City of Otsego. CONSTRUCTION PLANS COVER SHEET 1. No comments LEGENDS (SHEET 2) 1. No comments DEVELOPMENT PLAN (SHEET 3) 1. Label EOF located north of Outlot A between Lot 1 Block 3 of Wildflower Meadows 2nd and Lot 1 Block 2 Wildflower Meadows 3ra SANITARY SEWER & WATERMAIN (SHEET 4) 1. No comments. STORM SEWER CONSTRUCTION (SHEETS 5) 1. No comments. STREETS CONSTRUCTION (SHEETS 6) 1. No comments. DETAILS (SHEETS 7-8) 1. Remove Standard Plates 707, 806, and 8002G. GRADING PLAN (SHEETS G1 OF 4) 1. No comments. GRADING PLAN (SHEETS G2 OF 4) 1. No comments. PAGE 4 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\ot2324 05RVW1.doc GRADING PLAN (SHEETS G3 OF 4) 1. No comments. GRADING PLAN (SHEETS G4 OF 4) 1. No comments. No comments. STORM SEWER AND INLET SPREAD CALCULATIONS Storm sewer design calculations have been submitted and agree with those previously submitted and accepted as part of the original Wildflower Meadows submittal. HYDROLOGY REPORT 1. The site shall infiltrate the water quality volume of 1" over the new impervious area per the NPDES permit. Otherwise, the hydrology report submitted as part of the original Wildflower Meadows submittal included the 5th Addition and was found acceptable. OTHER CONSIDERATIONS 1. New laws require all new developments to install locking cluster mailboxes or cluster box units (CBU). The developer shall coordinate the location and model of CBU is with the Postmaster. �Yr�► i► r:�_�� ; ; ire a ►� i �,y�� We recommend approval contingent upon the above comments being addressed. PAGE 5 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\ot2324 05RMI.doc 17 February 2015 0 STY 6� �,_3�,� FINDINGS OF FACT AND DECISION APPLICANT: Meridian Land Holdings LLC APPLICATION: Request for approval of a Final Plat for 14 single family lots to be known as Wildflower Meadows 5th Addition. CITY COUNCIL MEETING: 13 April 2015 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Outlot D, Wildflower Meadows 3rd Addition, City of Otsego, Wright County, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for low/medium density residential land uses within the East Sewer District. C. The subject site is zoned R-6, Medium Density Residential District. D. The City Council approved a preliminary plat and PUD -CUP for the subject site on 13 March 2006. E. The applicant is proposing a final plat of 14 single family lots to be known as Wildflower Meadows 3rd Addition. F. The Request for Council Action dated 13 April 2015 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The Engineering Review dated April 8, 2015 prepared by the City Engineer, Hakanson Anderson Inc., is incorporated herein. H. Final plat applications are processed in accordance with Section 21-3-3 of the Subdivision Ordinance and do not require a recommendation by the Planning Commission. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED subject to the following conditions: 1. The applicant shall execute a development agreement as drafted by the City Attorney and subject to approval of the City Council. 2. All of the lots within Wildflower Meadows 5th Addition shall comply with the following minimum lot requirements: Lot Width Setbacks Front Side Rear Bldg. Garage Corner Interior Interior CSAH 42 55ft. 25ft. 30ft. 25ft. 7ft. 30ft. 65ft. 3. The applicant shall install trees along the boulevards of the public streets in accordance with the Final Landscape Plan dated January 17, 2007 as approved with the preliminary plat and PUD -CUP, subject to approval of City staff. 4. Outlot A shall be deeded to the City for storm water management purposes. 5. The final plat shall be revised to designate the public street within the proposed 5th Addition as 74th Street NE. 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. Street lighting shall be installed within the final plat in accordance with Section 6-8-4 of the City Code with payment of charges as established in accordance with the City Fee Schedule, 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. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 13th day of April, 2015. CITY OF OTSEGO By: Jessica L. Stockamp, Mayor 2 Attest: Tami Loff, City Clerk WILDFLOWER MEADOWS 2ND WILDFLOWER MEADOWS 3 RD AND 4TH ADDITION 3RD ADDITON 2 Gi 4 2 WILDFLOWER MEADOWS 5 3 i 2ND ADDITON �' Q 2 4 2 s 2 3 5 7 3 4 fi 5�q 7 1 s 4 2 fiy-9 9 W 5 �� 7 6 10 , 10 i 5 11 CY 7 3 9 2 $ ` i 12 8 t 5k 7 r an 13 9 5 2 S " 4 2 14 3 2 15 1 i 2 16 17 3 WILDFLOWER 3 72ND rT 1 a MEADOWS fi 5 5TH ADDITON 4 t fw 3n a U U C V Sheet 1 of I s# os �s Sf9340,.32j t_ IAJr. ri r W Y'f 4 y ca O\w, SQ 0O 4-00'50'77' �yV Ew 21 J r .�J f •�v WILDFLOWER MEADOWS 5TH ADDITION �p +o ` FK -t rK ^tel 5'J2`�G•y SECTION 26, TN?. 121, RGI 23 LOCATION MAP Na SCALE 1n A i.-1 r] rs ,Jt DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: � I e I I+S a Idol— 5 feet n wad Lh, and odjaning la. I. -.nes unless alh—iso il-dldated, o^d 10 fest , idth and �oj,,ing 3—L ea and lin- r la: I es unless oLhl,--se indicotcd an fro pin-. n 50 25 0 SO Scale in =eei gyp' �^ / � ? RLS iC535 •'i rr \ L� 1? 50 25 0 SO Scale in =eei TLE ORIEN FA -.ION OF CHIS 13 ARING f M S 3A C ON THE SOUT111-A T -R'! Y I IN OF 'OLTL T L. +JI JF. ( R MEA �OW5 3�G PCI'n0J JJI-IICH IS P - IEE IJ iF L A EEARINO O N Rhl 4 1 44 AS' O 7FN`]T.: - IFT '/2 INCI BY 1 4 INCE IRON FI?E tiONL.N _-JT Md.RKEp By LIC. .ISL NUMBER 42213, CR V,:I.L DE SE- IN ACCCRDANCh WITH MS SECTCN 505.02'. SUB-). 10. • G=.NO-ES FCL'NC 1/2 INCH IRCH MONUM=:Vi EIC I;IAFK� 3Y LENS- VUMBER X2299 U1. FIS OTHERWIE N:;TED- KNOWALL ?ERSONS MY T-iESE PRESENTS: That Meridian Land Hellin gs, LLC, o Delaware limited liability— a , of the fo[low'ntd described property allotted the cornly of WUght. State. of Ito x1.: OL tlat D. MILD -L PER MEAJCWS 3Rp ADG'TION, occardi-_ La the retarded alet thereof, Wright County. 11--t. les ca ene some .c be 's r eycd plotted 'eI DFLCN'ER MLAll 5-11 ADDITUN and does hereby dedlcote to the public `o. p;o'ic use the oohs ways cl •t' d g d t[ity nt --ted by tis -s plot. In yr lt— ..hereo- said Me,di— Lcnd Jglal LLC, a Dela r ll:.ted o lily e heady, n1 caused these presents to be signed by its proper o11 ce his day of , 20 Moridlan Land Fe:d'.n g,, LLC, ❑ Delaware lir-fled liability ccrrpcny sig—to- Printed gnbto-Printed Name s Title STATE OF MINNESOTA COUNTY OF This t u catwas arknow edged babe me t.-.1. day of 20 , by - -of Mer -di _a d Fallings. _ LC. a Delawe lam itcd liability u.,p.ry. on ha�,olr of the company_ Signature Prinked Name Notary R�dfiF, _ County Com misaion Ekpires - SURVEYOR'S CERTIFICATE My I, felt- J. Ne J+k do he—by 1111 1 that this plat wa; urepsred by me ar a d' y d - i pervis on; rhat 1 om a del L Ce'ts2d nd Sury yo n the Sta-e of vi la tt L Lf I. p ct ca rock represen tat on of ;ha tel.raory sur.ey t. k 1' rr-Iht cal data enc labels a ty de igr9 ed on this pla': 'nut ell mon its d p. -ted on L' sa plat have been. or will be ac--tly se- -thin o e ye . :hat all atet c n es undor,and wet I s c' -f -d in M sots Stat_t yeah- 505.0'., S ..dd 3, oe of toe date of .his cert'ft—te are shown and IobeleC an this platj are all public w or_ sho w.n one labeled on ::his Flot. Dated this coy of _- _ 2L Fete, J. 1-1—kinson,Lieer.setl Land S—eyor STATE OF MINNESOTA Minnesota Llce— Na- 42299 COUNTY OF The f g g 5 M'ar's C rtiflcate was peknowlede3ed he=ore m.e this day aF 2C by Pete, J. Ho wk'nsnn, llS.:rveycr, M innesa to License. No. 12299. S:`gn a tore _ Printed Nar-.e Na[ary 'u 61'.c, aunty My Commission Expires _ CITY COUNCIL, City of Ctsega, Minn—tct TFis Iola: of IMLCFLOWFR MEA.DCWS 5T1 ADDITION w approved s:.nd oc,oepted by the :Ry Council of the City of Otsego, hiin.i-c-.a at a reg.,lzr rneetinq t`el-eof held this - dcy of 20� , and said plot is in compliance a:t'n the provisions dr Minnescta Statutes, Section 505-G3, Subdivision 2. City A.drr.irs tra Lor WRIGHT COUNTY SURVEYOR hereby certify that na cecrdcnce with MT --Ito Statate S—Lio, 535.021. _abd., 11, this plat hos beer. rev]ewed cad uppraved this doy of zo Wright county Surveyor WRIGHT COUNTY AUDI -BOR Furs-ucrit '.a Minnesota Sdo{ L s -Section 272.,12, there ere no delinquent taxes on the Ipndh—!e Lefc— descnbed on this plot and transfer entered dcy of 20 . Wright County AoaTtor Depuly WRIGHT COUNTY TREASURER Foruant to. Minnesata. Stat_,tes. Sect -an 505.021, Sand- g, tows pcyable `or the year 20on the lona hereinbefore de -rThed have been paid this day pf 20_ _ Wright County Tr. .r Deputy 'WR IGHTCOUNTY RECO RIDER he -e y citify tt• t the instrument — h`ed rr, U off"ce o" the ColRecord. f c—d an this _ day o 2C_ .st I lock .J. a was duly necordod 1n Ca blr et Na- Sle v_ , as t7acurnent No- Wricnt Caanry Rocarder PI*NEER ng�ng WILDFLOWER MEADOWS 5TH ADDITION GRADING UTILITY & STREET CONSTRUCTION PLAN WARNING! -1 NDrRGROUNl7 111117 ES CALL EEF09E CIGGIU PI$NEERengineering 2422 a- .gree Drive i+ws mrrra.. ' «'51] 631-1914 M®d— Eaig1,u, A41N 55120 F-691-94RR www.lmneue g— OTESGOI, MINNESOTA 9,. \ 72ND S7RFET NE LOCA T70N MAP NOT W SCALE �F �T s z 4^S- 'I'o 1 )21111 SFS SITE IL 707?# s7RL-Er lYw StC!!ON 26, TOWViN5NIP 121. RANGE 23 WRf9"T COUNTY, MINNESOTA. LUCA110N NLAP v ao . 1Do a00 GRAPHIC SCALE IN FEET SHEET INDEX 1. COVER SHEET 2. LEGENDS 3. DEVELOPMENT PLAN 4. SANITARY SEWER & WATERMAI N 5. STORM SEWER CONSTRUCTION 6. STREET CONSTRUCTION 7-8. OTSEGO STANDARD PLATES G1. GRADING PLAN G2. EROSION CONTROL PLAN G3-4. GRADING DETAILS OEVS OPER CONTACT APPROVED FOR CONSTRUCTION Prior to any excavation the contractor shall verify the location ❑f all underground utilities_ RICK MURRAY Call 48 Hours before digging: MERIDIAN LAND 00, BY: 3800 AMERICAN SLVD. #750 GOPHER STATE ATE ONE CALL BLOOMINGTON, MN 55431 R—ld J_ Wngner, P.E., City Engineer, City of Otsego (952) 348-4682 Twin C1ty Area (651) 454—OCC2 SATE: Mn. Toll Free 1-800-252-1166 LEGEND 8 UTILITY LINI 0 CATCH MASN BEEHIVE EXII PROPOSED - FUTURE oLSCRIPTION 'eP HYDRANT MATER SERVICE waTFn wFTL ' SANITARY MANHOLE �.� CLEANOUT u SANITARY SEWER (SANITARY & WATERMAIN PLANS) --«----�: -----, — >— > > ? SANITARY SEWER (STORM SEWER PLANS) A' LAYM SPRINKLER VALVE V FORCE MAIN HYDRANT CO UTILITY POLE pq ►� �b CATE VALVE p ! b REDUCER _41 L CURB STOP 93 CABLE BOX WATERMAIN (SAMITARY & WATERMAIN PLANS) CAST IRON MONUMENT FLARED ENO SECTION WATERMAIN (STORM SEWER PLANS) F -F JUDICIAL LAND MARK b CATCH BASIN S CONTROL POINT 0 BEEHIVE s} • '� STORM MANHOLE ® ® 4 FLARED END SECTION > ® r CONTROL STRUCTURE -----7�------>� -->} Y7— —J> » STORM SEWER (SANITARY & WATERMAIN PLANS) q SHRUB / BuSH EROSION & STORM SEWER (STORM SEWER PLANS) • - • • • - • • - - • - • . • • • STANDARD EROSION CONTROL »------ A CULVERT ---------------- ----- —PERE PE32F -PERF PERF— PERFORATED URAIN71LE SOLID DRAIN71LE SERVICE ---- -------------- —OT DT— OT DT CATCH BASIN INLET PROTECTION LOWEST OPENING CASING a e — ® e e UNDERGROUND ELECTRIC UNE - f. Po .o fo fo UNDERGROUND FIBER OPTIC LINE 3 -9— a s —9-9— UNDERGROUND GAS PIPELINE petro pet ra pets UNDERGROUND PETROLEUM PIPELINE L t —t—t— t - - UNDERGROUND TELEPHONE LINES , TOP OF CURB ELEVATION on eH— FOR SURMOUNTABLE CURB UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES - --h— on .oh - - SITE UNES 4+aB.s FOR Bb1SUCURB = TOP OF CURB ELEVATION EX19TING PROP05ED FUTURE DESCRIPTION POINT OF VERTICAL INTERSECTION ....... SURMOUNTABLE CURB & GUTTER R RAMBLER B-57YLE CURB & GUTTER RCP REINFORCED CONCRETE PIPE -'--..- - - RIBBON CURB do GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DCUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) RIGHT OFT= WAY -------- ::: r. ..:: S5WR _ STA sra -------------- STRMSTORM PHASE LINE - - CENTERLINE TNH TOP NUT HYDRANT 2^ CONTOUR LINE ---------sa. - SO• CONTOUR LINE „_ --_-------------- ��aT=.a�.o --6.6.3 _-_ .----._��'6Ti_s+a ._...... .. .. ... -•:"""`.-___. .- POND OUTLET LIVE POND HIGH WATER LINE LOT INFORMATION --E & UTUTY ze.o PROPOSED SPOT ELEVATION EASEMENT +.► ♦ ♦ EMERGENCY OVERFLOW � I .S I ELCCK NO_ F1£VATION DRAINAGE FLOW ARROW \\JJ ELEVATION ODR I DELINEATED / PROPOSED WETLAND LINE g„pfER Ht1FFEp BUFFI=R WELLAND BUFFER I HOUSE TYPFS TREE LINE FEMA —FEMA --FtNa FEMA FI-090PLAIN BOUNDARY ---------------------- I RETAINING WALL —x—x— —x x —x x FENCE (BARBED WIRE) 7 STEP SE -SRI FNT7Y ',IC -SLAT CN GRACE GARAGE 1-99 FENCE (CHAIN LINK) ❑ ❑— —❑ ❑ C:^^. C7-- FENCE (WOOD) C' 34_S CONSERVATION AREA SIGN WETLAND BUFFER SIGN W TYPE III BARRICADE LIGHT POLE STREET SIGNS ..-F + PEDESTRIAN RAMP SURVFY LINES EJIISTING PROPOSED FUTURE DESCRIPTION _ -- BOUNDARY RIGHT OF WAY — - - LOT LINE ---.-- - -.._-- EASEMENT --------- SET BACK UNE SECTION LINE � n RESTRICTED ACCESS HATCH PATTERNS GR AVEL SURFACE WE LAND BITUMINOUS SURFACEv v V V 4 WETLAND UPLAND BUFFER D 17 G 4 V 4 O CONCRETE SURFACE WETLAND MITIGATION Q PERMANENT TURF RESTORATION RIP RAP SELECT B--- MATERIAL lel PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET ILII ^'^II ^'^ UPLAND/NATURAL AREA SEEDING CATEGORY PLAN MNDOT PER PISNEER_ _n_ 2422 dries n=yL� L {651)661-1914 M d- Heights. IAN 55126 ,A, F 681-948F ww.Piovery-ng colTt TOPOGRAPHIC SYMBOLS 8 CATCH BASV 0 CATCH MASN BEEHIVE L'y FLAR® ENO SEGTION W GATE vkl_V 'eP HYDRANT MATER SERVICE waTFn wFTL ' MONTORINC WELL �.� CLEANOUT u HAND HOLE O MANHOLE OTHER THAN SANITARY OR STOW [J SANITARY OR STORM MANHOLE A' LAYM SPRINKLER VALVE V LAMA 5PRWHLER HEAD CO UTILITY POLE L TRANSFORMER BOX ER FIBER OPTIC BOX t FIEGiRIQ BQA NATURAL GAS METER UGHT POLE SEMAPHORE L TELEPHONE 8- 93 CABLE BOX e CAST IRON MONUMENT FLARED ENO SECTION FOUND IRON PIPE F -F JUDICIAL LAND MARK b PK NAIL S CONTROL POINT GB SPIKE r} FLAC POLE 0 TEST HOLE ® MA-.. 4 SIGN HIGH POINT BOLI ARD r CQNSERYATION POST DECIMOUS TREE HIGH WATER LEVEL CCNIFEROIIB TREE q SHRUB / BuSH EROSION & SEDIMENT CONTROL • - • • • - • • - - • - • . • • • STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY-DUTY EROSION CONTROL SECONDARY EROSION CONTROL FENCE -0000000-0 EROSION CONTROL AT BACK OF CURB_ ,--I4�iF TREE FENCE � 1 P"1�1®V� CATCH BASIN INLET PROTECTION LOWEST OPENING STRAW BIC ROLLS LP ROCK BERM ��.-• SUMPED RIP RAP PERMANENT LOW POINT ENERGY DI551PATER MH D15CHRRGE LOCATION GRAVEL CONSTRUCTION ENTRANCE El TEMPORARY OUTLET FLOATING SKIMMED PGC BASIN ACCESS 8% SLOPE MAX. CURB LEGEND PI = TCP OF CURB ELEVATION OFUR C . � 4Fsv FOR SURMOUNTABLE CURB ❑ 1 T.O_ , TOP OF CURB ELEVATION a= _7 FOR SURMOUNTABLE CURB -_---- (TP OUT GUTTER 06.32 = LLVATION 4+aB.s FOR Bb1SUCURB = TOP OF CURB ELEVATION a-as.sT Up OUTCUT7ER) 07.62 i �4-Fa6.5 = BITUMINOUS ELEVATION POINT OF VERTICAL INTERSECTION ABBREVIATIONS A ALGEBRAIC DIFFERENCE BVBUTTERFLY VALVE BMP BEST MANAGEMENT PRACTICE PE CENTER UNE CB GATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DTDRAIN71LE EL/ELEV ELEVATION EX EXISTING FES FLARED ENO SECTION F -F FACE TO FACE FM FORCEMAIN GB GRADE BREAK GND GROUND GV GATE VALVE HE HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LD LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PGC COMPOUND CURVE PI POINT OF INTERSECTION IL PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POOF TANGENCY PVC INT PONT OF VERTICAL CURVATURE PVC POLYVINYL CH LORIDF PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE R/W RIGHT OFT= WAY S5WR SANITARY SEWER STA STATON STRMSTORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYR TYPICAL WM WATER MAIN WC WALKOUT LOT INFORMATION --E & UTUTY ze.o EASEMENT r FINISHED GR 6L'ND � I .S I ELCCK NO_ F1£VATION \\JJ ELEVATION ODR I T- LOT NO. I HOUSE TYPFS I RRAMBLER OFaPL1T .'u.DFa. QF STEPS _ I LV -RAMBLER LOIN OUT JR SPLs- `yE REQ��REQ) I ENTRY WhJ DLT ' LO _ENTRY LER AALKOUT -.T GARAGE ELEVATION RECOMMENDED 7 STEP SE -SRI FNT7Y ',IC -SLAT CN GRACE GARAGE 1-99 BNISTE CONER RION t5 LOT NFJi - I J 35.5 34_S �t STREET SINGLE FAMILY 65' WIDE LOT NUMBER OF UNITS - 14 MG S:.ALE 30' MIN. REAR SETBACK 14 FT. MINIMUM BETWEEN ..RIDINGS SIDE TARO SETBACKS HWSE 7 FT. MIN. GARAGE 7 Fi MIN. „raAve cannc[ CORNER 25 F -f. 25' FRONT SE EBACJ( 37 MMT SETUACR TO LIVING PAGE TO GARAGE HOUSE TYPE LEGEND R = RAMBLER LO - LOOKOUT WO = WALKOUT = 1' STEP _* = 2' -STEP u U U L_Fj BENCH MARK WI LO FLOWER MEADOWS STH ADZ)ITICN (NCw 1929 AOJJSTFD OATO[ 91n�k Lat House Type Galaxe Floor El. Lowest F[aar El. 1--Openln£L z 1 WQ ss7.0 aw.c s99.0 1 Z VIC 896.0 888.0 826.0 1 3 1 WO 894.5 825.5 886.5 1 4 1 WC 833.5 885.5 sass z s - a92s 834.5 sx4.s x 2 i 2 1 R K 998.0 337.0 890.3 889.0 896.0 897.0 2 3 R 8960 8S8.0 896.❑ 2 4 R 840.5 886-5 894.5 2 5 R 893.5 885.5 893.5 2 5 R. 392 5 384.5 &32.5 2 7 R 890.5 882.5 89 D.s 2 8 R was 9x0.5 888.5 _ 2 9 1 R' 887.0 879.1 887.7 HOUSE TYPE LEGEND R = RAMBLER LO - LOOKOUT WO = WALKOUT = 1' STEP _* = 2' -STEP u U U L_Fj 'b^ NllbH�� r:^axmm E.P.T. EX. POND 200 - \ N.W.L =670.0 2 YR- H.W.L = 871.4 10 YR. H. W -L = 872-7 100 YR. H.W.L. = 874.3 E.O.F. ELEV. = 874.3 /> ` 0 D6o ` • • /1� J / V \ \y ` Z :�\`\ .rye o`\ \ � � � .,. ' � /" fj,•�' _ +, - 11 '" gos \\ \'�'� ®:max ..'" y � 1� �Y ��✓ SS. NE \ \ 1�, 9�5 \\ �\ R \•\\t L .7,,� gO� `P` g`� ��,' . 9 ` \ 7 7 \\ $g85 Q\ ✓ ' i f o f 1 f � � q f ` f f r 1 f DEVELOPER CONTACT 1 RICK AN .i MERIDIANIAN LAND CC_ 3600 AMERICAN BLVD- X750 BLOOMINGTON, MN 95431 (952) 346-4882 131['_1;,m �•�., BENCH MARK (NCw 1929 AOJJSTFD OATO[ NUT Rf RANT RETKEQI LOT I & 2 BLOCK 2 WALLFLOWER MEAD 2N0 C 25 50 IOD IL-IJUGA15 TOP NUT NTORANT SETW'E2Ti LOT9 &92- 2 GRAPHIC SCALL, TN FEET N'ILp BLOWER NEA0CW 2M0 a-at'a-87 EERengineering '- - _P_IA:N_ r uwusuxrex.s... (651)681-1914 2422 Fnle�pu.. Da'. Fu 681-948d M4-n3�[a Hei3hls, PVlt'I 55120w �.,v.p�o emngc 'b^ NllbH�� r:^axmm E.P.T. EX. POND 200 - \ N.W.L =670.0 2 YR- H.W.L = 871.4 10 YR. H. W -L = 872-7 100 YR. H.W.L. = 874.3 E.O.F. ELEV. = 874.3 /> ` 0 D6o ` • • /1� J / V \ \y ` Z :�\`\ .rye o`\ \ � � � .,. ' � /" fj,•�' _ +, - 11 '" gos \\ \'�'� ®:max ..'" y � 1� �Y ��✓ SS. NE \ \ 1�, 9�5 \\ �\ R \•\\t L .7,,� gO� `P` g`� ��,' . 9 ` \ 7 7 \\ $g85 Q\ ✓ ' i f o f 1 f � � q f ` f f r 1 f DEVELOPER CONTACT 1 RICK AN .i MERIDIANIAN LAND CC_ 3600 AMERICAN BLVD- X750 BLOOMINGTON, MN 95431 (952) 346-4882 131['_1;,m �•�., f —T I----------1----� s"%s TEE+ "cv 1 7 f [ I I x' --"IDP cL I GNC. JE +16 .5 STA: 1+16-9 - f/ i ELC V7 C5: 895.6 1 I: CS @945 :! II CS 693.2 I I; 05;8921 ,I CS -@91 O INV:@85-6 I INV 8845 IF INK 883.2 I li INV. 882.1 1 IN V: 881.D '1 z•GQNNECT 7'C EXISTING 8" DIS I STA,3+31 I I. STA, 2+65 3 5TA2+OO II 1= STA: 1+35 ! STA: 0+88 WA7ERMAIN`CONTRACTCR Tb 11 �—� ! I __— 1�..-� I '.. - 1 RIFT -- L irg FIE `FY LdCAT,ON & EIEVATIJ. — Ill I ---1 J _ I / 7 r 9 9 AN\ CONI TO EXISTING 8" OI \ ,Y1'ATENMAIN- CONTRACTOR TO :RIFY LOCATION, .4 ELEVATION. CONNECT TO E%I5TING� - - ' \ € 74TH ST. E ? i CS:8847. IN'✓: 6 r 4 7 \y ' WATERTIGHT ARY SEWER MANDCASTIN PER OTSEGO STANDARD SHAII HAVE f y. LNl) SANHOLES AMES FRAMES NG. 307. \ 2.) SANITARY SEWER SERVICES SHALL BE 4" I SOR 25, 74TH STREET NE 3) SANITARY SEWER SERVICE WYE5 ARE STATIONED FROM 0CWN STREAM MANHOLES. 1 - C5: 896.5 0 i CS' 895.4 .I CS: 894.2 '.- € CS 893.1 ;I C5: 891.9 INV.u831SSI-9 .I C5.690.7 INW88O-7 CS: ®89.1 li INV:8791 I STOP. STA: 3+77 '[ INV. 885.4 STA: 3+12 I INV: 884-2 STR:2+47 1 STIR 1+82 11 STA:1+Y7 `I 5 �I STAR O+52_ II. 6 'I - STA: 7+D7 II 7 EI I� .I I; 3 I r 1 �li w� IIL- i` �a, - �, 9 QO 900 pm �m - - ' } I 1 GENERAL CONSTRUCTION NOTES !SINGLE FAMILY? I /� i CS:8847. IN'✓: 6 r 4 7 \y �! WATERTIGHT ARY SEWER MANDCASTIN PER OTSEGO STANDARD SHAII HAVE f y. LNl) SANHOLES AMES FRAMES NG. 307. \ 2.) SANITARY SEWER SERVICES SHALL BE 4" I SOR 25, 74TH STREET NE 3) SANITARY SEWER SERVICE WYE5 ARE STATIONED FROM 0CWN STREAM MANHOLES. •-✓ ` 4_) WATER SERVICES SHALL BE 1- CDPPER TYPE "K- W/7_5' MINIMUMCOVEA- _ i \\\\� t, / �� ANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. \ L y 1 - 6.) SANITARY SEWER $ WATER SERVICES SHALL BE CONSTRUCTED 10' BEYOND THE RIGHT OE WAY. \ \ ..m. 1H- 3] I — —I } I 1 Il, C5. 88668 I I` i CS:8847. IN'✓: 6 r 4 7 \y �! i! 8 II g LNl) l PRIOR TO CONNi PRESSURE TEST EXISTING WATERMAIN AND GATE VALVE r1 11 ' V� ` I ,- I 1 4 WARNING! LfROEjGk()LNC UTIH7I_ CALL BEFORE DIGGING u 25 50 100 GRAPHIC SCALE IN F-P:ET BENCH MARK {NGVD 1929 ADdI= DATUM) TOP NUT HYV"NT 81 LAT 1 do 2 EL9CK 2 'M LbRONER MEADOWS 2ND L -L-880.88 LOTa &951-aw 2 �u �! NILLFLL3NER MEADOYf9 LNl) r I-�I4 74TH STREET NE OUTLOT C -�7 - ..m. w� - -- °p w' �a, - �, 9 QO 900 pm �m _ tea- � �.. m HE moa m - .. ...... I. x=� moo. ,,��- -gao _.. im4, °° �..} —9 - - - - �o�m ��-�r �I' m:�z0 _ .�:. - - - 895895 s.,,- -- ya�g� - - :: -- I. -- - - o mm 0.tea» ... .. ...mi- s9a 89fl- �. - ....... .��® - —............. ....... .... ..r,,l.---..—....I[-------- - '.LI.... .......�...-..,..-:.. .. - EJz ::... . ,BURY. .... J- - - - ...... . T : ::: : GROUND - 585 —� r. -.:. s, o: CL 88Q _= �. .. .. . _— .PVL'SCiR35.- - ............ :........ .......... ..:.. .: ::.:.--.:... .: - _: .: .Ir.....: -.-..III. -. ....... BBC) __ �:— �2-SC9€.:..::.:....... ............ .. .. .:....:::-.::, .._ ..:::::: .. ..- ....... 395'.::. 9 'PVC SDR 35. ...- ..,. :.' - - - - - - - m: m. ,.a2-oaa .... :.::., 875 — - -- : 875 .-....- :., I .. ......:: - II-:: I 1 S7O 870 - .. __._..... .. .. ...:: - - ,............... .. .... -- -. - -..- -. ..-- .. e PyC1SDR.3 I . -. .. :;. _ ..... ..-.- .... ..... ... ... ...-;:---- .. -. _ E365:_ .... .. ..- - - --... : .----:. ....-. --...--.......... 507 _so'-++ ............................................- l --.6-457 _. _. ... .. ...._ - - mm _ - -- ..-__ 860 - ... .... . 7+50 7+D0 6 +5 0 6+00 5+50 S+OO 4+50 4+00 3+50 3+00 2+5G 2+00 1+5C 1+00 0+50 fl+OD —0+50 —1+00 —1+50 —2+00 —2+C. PISNEERengineering 2422 Ytuet[a3.sc lhi •zc. �5n�s1 1414 s:�.R9I-4a9a ormdsx mY' pa.ga::"aain.rr �,adrtx�w�+1L"•�,u,vu:JP.�gm� r.--CnrL,r nra, a. rlcTuaw SANITARY SEWER WATERMAIN MERIDIAN LAND COMPANY -GOO AMERICAN BLVD. WILDFLOWER MEADOW 5th ADDITION Q OF c4 M-6... Hu hhvs, S'KN 55i 2O vnv¢,,Dlameereal,,.ewa HLCOMIMGTON. NIINNESOTA 554SI VI'SBGO, 241NNUOSTA STORM SEWER CcDNS7RUCjjON NO 5- 1. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BAEEO ON MATERIAL SUPPLIED TO PROJECT_ FIELD STAKING SET ACCORDING TO BACK -OF -CURB. Z INSTALL SEDIMENT CONTROL BARRIER INSERTS ON ALL CATCH BASINS (SEE DETAIL) STRUCTURE TABLE STRUCTURE NAME STRUCNRE SIZE NEENAH CASTING OR EQUAL CS -151 36'X24' R-3067 V CB -154 27" DIA. R-4342 CBM14-150 48' DIA. R-3067 V CBMH-152 48' DIA. R-4342 CBMH-153 48' DIA. R-4342 © 2s so 10-0 GRAPHIC SCALE IN e£t•r / ! ! 2 -151 3—D 4 ! J ! ! H�~ CEI / MH -15C ! _ / !- 2 `Sj� B'.14=149 CBM - 53 1 ! 8 1 X-CB�ViH-1C4: �' I .CBMH- 1J g WARNING! UNDERGROUND UTIUTIES OAL BEFORE DIGGING V VERIFY LOCATION & ELEVATION. 9 9� In -,FILE. U 25 s0 100 GRAPHIC SCALE IN FEET BENCH MARS (NGW 1929 A041,19TED DATD M) TOY NUT HYDRANT 6E TWEi1V LOT 1 h 2 BLOCK 2 4pL —)WER MEADOWS 2ND eL—Beo_ea TOP NUT HYDRANT BET4EEN LOT B R 9 BLOCK 2 WILDFLOYIER MEADOWS 2ND E1=86567 ! ! r r 1 ! 910 .... .._.— 4 I .. .. .'. .... 5 .... -'. :.:.. — -- .. -. ... / ! ! 2 -151 3—D 4 ! J ! ! H�~ CEI / MH -15C ! _ / !- 2 `Sj� B'.14=149 CBM - 53 1 ! 8 1 X-CB�ViH-1C4: �' I .CBMH- 1J g WARNING! UNDERGROUND UTIUTIES OAL BEFORE DIGGING V VERIFY LOCATION & ELEVATION. 9 9� In -,FILE. U 25 s0 100 GRAPHIC SCALE IN FEET BENCH MARS (NGW 1929 A041,19TED DATD M) TOY NUT HYDRANT 6E TWEi1V LOT 1 h 2 BLOCK 2 4pL —)WER MEADOWS 2ND eL—Beo_ea TOP NUT HYDRANT BET4EEN LOT B R 9 BLOCK 2 WILDFLOYIER MEADOWS 2ND E1=86567 PIZNEERei g nem ing 2422 F -,.i -DI (65H)6&1-1914 Meal— R6ghl.,AlN 55126 ..Vw F-631-9498 �oaermag.com �W—�r P.A. 910 .... .._.— — — .w z..... .. .. .'. .... - . ... .... .... -'. :.:.. — -- .. -. ... m -:m ;. . . mo — 905 -- _..�-- ..-.. .........— ... :: . :. ...... ... ... ..... -- - - ..N r.. .... �. _ -. ..- - - - .. �. 3 1 _ - - "I - .I - - _ - - I - .. 900 w w - - mm .am.. - - �OmF - —m� - r'I - - - - �ti� - NZ�. - _ ..-... . am 895 895 .. _ .. - .. - _ ... ... .. .. ..... . : .: :.. :...... . U ¢ m Z Z _ - _ _ f3 OC --- c V m - ... _ �� ::. - X15TING :: :- ::.: :: :' :': :: :" N - - ..-._ . ,. __- .....:.. ....:::. ..-_--- .- .... ROUND-.. ..-.-........ .. ry - - .. - YR DP O S E : � � o s. �-9 �' } ' �, � z z o - - � � Q 890 .... ..... - .. .. � - - '� .. ...:. ::.:...::. .... ..::... :::.:. . GRPAE .. .. .I': _ -' - - ..... ._... _ - ...-:. -: . ... PROPOSED.. ..... GRADE. -: :..:..... .:...: ... :. - - - - 'PROPOSED -GRADE -. ma za - .. - - - - _....,. :: 885 . - 79s._...._ — .,....... ................ '.. .......-...... -..:::::::':::.0 12 .HOPE: -', ::::..:. .: --.:'..::-_.._::..:: ::•... _ EXSUNG .. - _ .: .... .. ...... . .....::. 2:90%.... .-. -.. - _ - GROUND - - _ - .,.... .. .. .. .... ...... ..:: '. :: .: ::.....,::-,. '. :.7p' .. .. -. :.':.1 ... 12' RCP CLS -. _ _ - 6 _880 - $ 8 O ..... -_ HDPE ..: ... ..- -. ... ':78® RC4P.gC�5 :. a_l QR'%" .. . - ....... ... ..... .... ............... .......................... ....:..::.....:::.............15. .. .. ....... .. ® r.ao% - - .. : D g: ' 134' II-- - - - - .. .... - - 1e RCA CI_9 _ ®2.50r ....... 870 ....... ........ .. .....:....:.. .. .-. .. .. ......... . . -.... -: :.... .. . .. ..... -..................... ................... ...... .._. ._. 870 - - -.- ....-._..... PIZNEERei g nem ing 2422 F -,.i -DI (65H)6&1-1914 Meal— R6ghl.,AlN 55126 ..Vw F-631-9498 �oaermag.com �W—�r P.A. REMOVE AND DISPOSE OF ` TEMPORARY CUL—DE—SAC `♦BACKFILL BOULEVARDS SAW CUT 1 1 JGDNOR2 3 FITE SVDJALK� 2 74TH ST. NE 7VE TYPE III BARICADES 3 4 5 6 14 g 4.8 .. � S I MA H �. SAW CUT EXIS7IN 1 7 8 J BITUMINOUS l TYPICAL STREET SECTION PUBLIC R/.H 7 — � I I • coweRElE a�-'nAuc I en' va-e,: rtc su aG�aar }I 5EE PLAN FOR I_CCAT19w `ryEE TW =AT. 3 EEAN4iET PAVEV-NT SECTION 1§ c TSPSpL 15. &-LfMINCJS NEAT COJRSE, LYWE 4MMc 81 BwfNO'JS TACK COAT TUMIVCIJS BASE . L'JwW 7Sb.:6B CURB LEGEND 08.15 TOP OF CURB ELEVATION FOR SURMDUN TABLE CURB 08.32' TOP OF CURB ELEVATION FOR 6618 CURB 07.82 = BITUMINOUS ELEVATION 5URM0UN7ABLF CURB & GUTTER (CITY PLATE 704) B513 CURS & GUTTER (CITY PLATE 705) BITUMINOUS EDGE CURVE TABLE CURVE DELTA I LENGTHRADIUS TANGENT PC I P7 C4 26"06'01' 1 133.43 292.41 67.89 -2+25.00 1 -0+91.57 se EO n+T CAr 2 8''NKET ! aNOrcu60L �I SEEESLD & IULCU RE. a:w RL R/'A' \ . k tY . � , i \ _y.,. sur+EnourvraeLe GbwCRE� CURE ` GUTTER �I Y q MATCH - 12 UNIT CLUSTER MAI O% FOUNDATION -� ql's Ems• `1 SEE DETAIL -0-35.s06.87 ` c^ 3.25% 09 1.80X 3.2" C4 7VE TYPE III BARICADES 3 4 5 6 14 g 4.8 .. � S I MA H �. SAW CUT EXIS7IN 1 7 8 J BITUMINOUS l TYPICAL STREET SECTION PUBLIC R/.H 7 — � I I • coweRElE a�-'nAuc I en' va-e,: rtc su aG�aar }I 5EE PLAN FOR I_CCAT19w `ryEE TW =AT. 3 EEAN4iET PAVEV-NT SECTION 1§ c TSPSpL 15. &-LfMINCJS NEAT COJRSE, LYWE 4MMc 81 BwfNO'JS TACK COAT TUMIVCIJS BASE . L'JwW 7Sb.:6B CURB LEGEND 08.15 TOP OF CURB ELEVATION FOR SURMDUN TABLE CURB 08.32' TOP OF CURB ELEVATION FOR 6618 CURB 07.82 = BITUMINOUS ELEVATION 5URM0UN7ABLF CURB & GUTTER (CITY PLATE 704) B513 CURS & GUTTER (CITY PLATE 705) BITUMINOUS EDGE SS�iPl§F rcc Eugivc�duy. P_9. CURVE TABLE CURVE DELTA I LENGTHRADIUS TANGENT PC I P7 C4 26"06'01' 1 133.43 292.41 67.89 -2+25.00 1 -0+91.57 SS�iPl§F rcc Eugivc�duy. P_9. TYPICAL RESILIENT WEOiGE VALVE R _Q6X INSTALLATIQN 10" k UNDER WATERMA y STANDARD PLAT£ No- -4 O - 6u C•L V 205 PIZNEER_ng 24Z2 V.— (R5L) T+81 -t914 M=ndaca Hagars.:YhN 55120 �rx: 691-9499 ¢rsaav,Pieaav®g_cvm i .ami_ a-cvsn �..n senv 1 sl �rxc w x.rxo xa. ro aE z r+ou n r smxr..e. TYPICAL BUTTERFLY VALVE & BOX INSTALLATION t2' & �8 OVER ry3WATERMA IN - � O�„'• STANDARD PLATE NO. L.] 206 I � xs Awn ]1 SECT nN A A w¢eMRY. 2 xrN. J � a es � x;rEF[a i /fmx I . HJ - T SM1(X Mm L� - A C ar cucE %#� L w a'fnERET£ 31eNl+rd[ aeff.. � s �LAg FTOP MANHOLE v wrml STANDARD PL4TE N0. L— .� r.r w•l..H 1 .� -.LseR I u n WATERSFRVICE DE?AIL / E STAHOARD P"TE NO.. zoo — '-- roxa srR+Ts a uv cwcRcl !.c{aEaa�RADE � I�� I L -CIA59 S CIIPH iD OR WAY SWAY [N5 AALUTI CN STANDA22LATE NO. 07 LOCAL RESIDENTAL DRDAN 5TN - 9 TON 1%. 1° STAN➢ARD PLATE NO.. e. Eo 512 i .ami_ a-cvsn �..n senv 1 sl �rxc w x.rxo xa. ro aE z r+ou n r smxr..e. TYPICAL BUTTERFLY VALVE & BOX INSTALLATION t2' & �8 OVER ry3WATERMA IN - � O�„'• STANDARD PLATE NO. L.] 206 I � xs Awn ]1 SECT nN A A w¢eMRY. 2 xrN. J � a es � x;rEF[a i /fmx I . HJ - T SM1(X Mm L� - A C ar cucE %#� L w a'fnERET£ 31eNl+rd[ aeff.. � s �LAg FTOP MANHOLE v wrml STANDARD PL4TE N0. L— .� r.r w•l..H 1 .� -.LseR I u n WATERSFRVICE DE?AIL / E STAHOARD P"TE NO.. zoo — '-- roxa srR+Ts a uv cwcRcl !.c{aEaa�RADE � I�� I L -CIA59 S CIIPH iD OR WAY SWAY [N5 AALUTI CN STANDA22LATE NO. 07 t• 1 �`; . acs.¢ c nws wire 1 SANITARY SEWER STANDARD MANHOLE ~:;a STANDARD PLATE NO. L L 7 son 4ay-� g 1 � �mDf xx L4,E.. s s r a . ANHOLE CATCH 3ASI1 mIrvINOM caves •Law LF c1 ? E = 2 rEET F - OL:. aY STAN0.4R0 PLATE No. Q 406 — .J..xNr.R.aRxEa�1 I E I VVIT.", PACER TRAFFIC P_ANGE HYDRANT STANDARD PLATE NO. ��1 CcY7V I Toa � se. v w •�• PUN .. re,r.... r.r ;F SHALLOW SANITARY MAIN __ SER VICEp CO�NNfCT"rCN STANDARD PLATE WO. � .R.Q.s , •xra. u[TnL a4 ooxcrzr,_ t .e 1 / { .- _war[ J o"l sax rs -" 1 a �a11.1 STANDARD STO4M MANHOLE -YARD [NLET rcxru �� . n.>E � I � � • .3 ¢ anery Ne xrurcl �re � HYDRANT AND VALVE-INSr'ALLATIDN STANflARo. PLATE N 294 WATER PROOF MANHOLE FRAME AND uCASTTNC. A g \l\ ��y,•�yri P�V21 V PE T9P��'ICM x r.r e3 EeN.^It.Y z' =LL s4 27" PRECAST CA7CI-._HASIAJ_YnARC_INLET ,.� ao scaec ` os"`� STANDARD PL TE NO. 409 srrnaW -[.,a e. Eo STANDAR2D2— NO. t• 1 �`; . acs.¢ c nws wire 1 SANITARY SEWER STANDARD MANHOLE ~:;a STANDARD PLATE NO. L L 7 son 4ay-� g 1 � �mDf xx L4,E.. s s r a . ANHOLE CATCH 3ASI1 mIrvINOM caves •Law LF c1 ? E = 2 rEET F - OL:. aY STAN0.4R0 PLATE No. Q 406 — .J..xNr.R.aRxEa�1 I E I VVIT.", PACER TRAFFIC P_ANGE HYDRANT STANDARD PLATE NO. ��1 CcY7V I Toa � se. v w •�• PUN .. re,r.... r.r ;F SHALLOW SANITARY MAIN __ SER VICEp CO�NNfCT"rCN STANDARD PLATE WO. � .R.Q.s , •xra. u[TnL a4 ooxcrzr,_ t .e 1 / { .- _war[ J o"l sax rs -" 1 a �a11.1 STANDARD STO4M MANHOLE -YARD [NLET rcxru �� . n.>E � I � � • .3 ¢ anery Ne xrurcl �re � HYDRANT AND VALVE-INSr'ALLATIDN STANflARo. PLATE N 294 WATER PROOF MANHOLE FRAME AND uCASTTNC. A g \l\ ��y,•�yri P�V21 V PE T9P��'ICM x r.r e3 EeN.^It.Y z' =LL s4 27" PRECAST CA7CI-._HASIAJ_YnARC_INLET ,.� ao scaec ` os"`� STANDARD PL TE NO. 409 2' x 3' CATCH BASIN ' � O€.J ..vy.�. STAN DAAp PLATE Np. _DROP INLETTCPROTECTIpN a 1��ek^ I STAN DA RSD'L0.T£ NO - PIItNEERengineering 2422 Pnre,pd— Dn d61-1414 M®doca Hi ,hrs, NIN 55120 Fat 681-9486 www.pianeereng.eom a0 � l xT —4� rcx _ 3• - � �a4 _ icxVa oc��ca_ rx Biuca AR ICULATED CONCRETE 3LOCK AT R.C-R. OUTifT x..J We sTANDAkatATE Np- $g 5.1K c'+117xa_ —15 .0 r, f �- TCUL DE SAC —fir I � - i ?BENCH O— IIY�OC< SHALL 3E LOGTEJ M'NxM [, nF 19 FEET E#1 OA CH4 E 3N. .,x E RA a -H THE � RL:lnv Ea `..u.�., r.JN of IJ2 rN� sac I+.E CHr uusr ai -sem. K - T , .. PIItNEERengineering 2422 Pnre,pd— Dn d61-1414 M®doca Hi ,hrs, NIN 55120 Fat 681-9486 www.pianeereng.eom a0 � l xT —4� rcx _ 3• - � �a4 _ icxVa oc��ca_ rx Biuca AR ICULATED CONCRETE 3LOCK AT R.C-R. OUTifT x..J We sTANDAkatATE Np- $g 5.1K c'+117xa_ —15 .0 r, STANDARLATE NO. 508 i STANDARD PLATE NO501 - Q��A,V-,eye I STANDARDa;LATE NO. f �- TCUL DE SAC —fir I EXTENDED IN FUTURE - i ?BENCH O— IIY�OC< SHALL 3E LOGTEJ M'NxM [, nF 19 FEET E#1 OA CH4 E 3N. .,x E RA a -H THE � RL:lnv Ea `..u.�., r.JN of IJ2 rN� sac I+.E CHr uusr ai SILT SOCK STANDARLATE NO. 508 i STANDARD PLATE NO501 - Q��A,V-,eye I STANDARDa;LATE NO. WOOD FIRER BLANKET INSIP lcL.ATION ON A CUT SLOPE STANCARSO2�TE ND. i 11 ".444, -_ exrvxmeH �` 1 � e,Nr a. STANDARDa STATE NO. ROCK CONSTRUCTION ENTRANCE .y�! ►L .n �.¢ j STANDARD PLATE MCI. VL G� SOs �I I� IF xsaa s A TruN.�norJ ^d i TYPICAL DROPcCURB — BIKE TRAIL v � c-J�acr_ uvmx "cL SECTION „ A -A SI STANDARyQ NPLATE NO_ a 9 � H Y = o A� ;3 s f' Z— I LOCATION DF !2 TUC DTILTIE9 STANIMftO pVaTE NO_ 900 F Y . re , �w m[ aP IF �s SUET jSAV=_R P' .a a ��'� SiANDAk54S U.YE uNp-,N p TYPICAL SECTIONS— 131KE TRAIL Nors ..::,x,. cen� xeEe HV[M ..ta [..w_rsFR rtTH..o X� w Ye Qt�.S.��naa.�n STA NDAR 707T€ NO. E18P5 As nrxs a5 ii r -b nors Ca+cnerEPm 1$IN6LE Ux,T1 Al. TE P©RARY TCUL DE SAC 5JROAD MAY BE I EXTENDED IN FUTURE w n ER _ >=EN NAnxcxoNNP TH 5 5 -- 9HAIJ n E PE EAT T 4L , -IP - -U NE514 AT THE ENrs rsF a TENacN.NY CUi CE -..AC ?E AURA —OE—SAC SIGN n. 'tea. c STANPARP PLATE Np- �j RpR WOOD FIRER BLANKET INSIP lcL.ATION ON A CUT SLOPE STANCARSO2�TE ND. i 11 ".444, -_ exrvxmeH �` 1 � e,Nr a. STANDARDa STATE NO. ROCK CONSTRUCTION ENTRANCE .y�! ►L .n �.¢ j STANDARD PLATE MCI. VL G� SOs �I I� IF xsaa s A TruN.�norJ ^d i TYPICAL DROPcCURB — BIKE TRAIL v � c-J�acr_ uvmx "cL SECTION „ A -A SI STANDARyQ NPLATE NO_ a 9 � H Y = o A� ;3 s f' Z— I LOCATION DF !2 TUC DTILTIE9 STANIMftO pVaTE NO_ 900 F Y . re , �w m[ aP IF �s SUET jSAV=_R P' .a a ��'� SiANDAk54S U.YE uNp-,N p TYPICAL SECTIONS— 131KE TRAIL Nors ..::,x,. cen� xeEe HV[M ..ta [..w_rsFR rtTH..o X� w Ye Qt�.S.��naa.�n STA NDAR 707T€ NO. E18P5 As nrxs a5 ii r -b nors Ca+cnerEPm 1$IN6LE Ux,T1 Al. Lp;�1 ilei i 6 CH, ARK (NGYO 1H wJii= oATU - TOP NUT H -T OETm£N 25 :1 1d❑ LOT 1 a 2 6LOGN 2 mLOFLOWEiY MEADOW$ 219❑ EL=a 60,86 FEE GRAPHIC SCALE, HF T TUP NUT HTURAP7 B[TWFEN LOT 6 T 8 UL 2 mLG>=LOWER NEAOnW 2No a�ass.e� _ PI_ONEER _n_ 2--111—1 Drive unn,:Ra.�s (fi5156x1-1914 Ylmrteci E3dpjrcs, MN 55120 F.a: fi6i J4Eitl a-ww.plcntitrc --. p 2ti 19 riopxrli�Rmemm¢, P.A. EX. POND 200 N.W.L 870.0 2 YR. H.W.L. = 871.4 10 YR_ H_W_L = 672.7 100 YR. H. W.L = 874.3 E0 -F_ ELEV. = 874.3 .1 l 1 1 1 LEGEND CATCH BASIN INLET PROTECTION .RGCK CONSTRUCTION --ANCE -, f \ \� �- = �, _ �• J TO BE INSTALLEp AFTER IST LET j INSATLL BEFORE START OF GRADING UEENS GF BITUMlN OUS. MNDDT CAT J EROSION GONTROL BLANKET. $f" \ �4'• p.0 --1- -� �y h 1 INSTALL WITHIN 7 DAYS OF GRADING COMPLETION (� 0^e`'q,1 �sy CATCH BASIN INLET PROTECTION - } p - t _.,k, / TO BE INSTALLED WITH CATCH Cii BEFORE 15T RAINFALL EVENT WHICHEVER IS FIRST // 2 BASIN GRATE_ /f I -^1 i \// �•./y �Yy QGp��` _ ~T'�� MNDUT CAT 6 EROSION CONTROL BLANKET_ STRAW BIO ROLLS INSTALL WITHIN T DAYS OF GRADING COMPLETION INSTALL WITHIN 7 DAYS OF GRADING OR BEFORE 1S7 RAINFALL EVENT WHICHEVER IS FIRST COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST - - - PERIMETER ERDSON CONTROL FENCE. INSATLL BEFORE START OF GRADING I 4. ro a fp G "q \ ROCK BERM .(y/ INSTALL WITHIN 7 DAYS OF GRADING COMPLETION �' t t _ k ` f I / I .,fg�/Y ! \• �. r�. R / \ 'Y� \ OR BEFORE 13T RAINFALL EVENT WHICHEVER IS FIRST 444000 SECONDARY EROSION CONTROL FENCE. TO BE INS ALLL.ED 48 HOURS AFTER ✓ % 1 - qY, J A m� y ti a87� S i \ y SLIMPED RIP RAP PERMANENT ENERGY DISSIPATER, INSTALL WITHIN 24 HOURS COMPLETION OF GRADING. �--'- I-✓� \ /// , / \ � \r AFTER CONNECTION TO A SURFACE WATER. r 4 " o �' f 4- O \ - / \` AT EIAN CONTROL BLANKET WITH. SEED r '� l� O _ O f _f. ^.y� �� • - L / ` '4h o o a o 0 ¢ AT BACK OF CURB. YO 6E INSTALLED T AFTER COMPLETION OF SIDEWALK CONSTRUCTION,' �s 7 / �•\..-�. ! { mi --9 Fri t "� Cir \ T �1 Of y i 41 i f \ \ i L \ m _ 'Tig- Ra i� TQs' 'f -�� -' ^« �'•�'��- [ `.\ ` 8g � , ^ `'i 9 n]w •�L �o� _ _ o ` _ \• _�.F - '°� i, l % a`,/"f m 7.55E z L, Jt i k..\-{ g8'B- _ - ♦ �'f� r \ / '. ''�._I rn f - L� _ -11 -� '• c _- L..I-1 fy \ \ 1. - 92�'+ -> �?. .,\ \. � ♦ f. i t ' � �' =� ..� �r-r � \ �3 e$6 p ' ♦/jf } �i \ 2 \ \ \".\ B. till o I um - / f \;\ ly $g1 5 �'•, yi Wg5 \\ \ �\ �> k r' �l _ t- ,f _ ya. \ - {- \ •, \ �' y ♦ .'�/ 5. ?i' L _s.23`i •yam°' \- 1 5$ Li Lp� r✓ / - '�. �� I � gra L --.—. � _ ] /_� 5. .G �'., ..�� z \ �9p5 \I ,.� o//� \ Y '' !1 'y I 1 'I!' ��-"y �/ ! a �, - � ®.�,-- - 't t-� :r , ,w :.11j � 945 5 FZ ,♦ �9�' -' x� //�```jr` _ t �. I .,52.50 �� II-w \ � i W _-�-},\ G \\ `'\1 6i� -'E OF. '�q" �9,'%'t'µd. e`e1' j� -`_.__�•\ _1j,� 1 J'` I� 1k �I _ , ♦ b� 7j f - D \ G.O R \\'• &9Ah, \} - - fi 4 9.�1., f 1 LA \ _ l - _ 1 "\ O: •-�.� t.� {'��{.1 L.;�"F' �T \ \ G F A•'\ �� O\V�` 9q __ '�_ "�-.~ �1 '1 10 ly t BENCH MARK . �� ` r t ��'? c,♦ ,' i �'ba_o-a - -` Al O A \ �i_�� -- - f - -- - _ - :� `� 1 INCA 1929 AD— 1 TOP WT N'f11RPNT OETYYEENl.%✓ f- \ h \ ] ] \ t L LOT 1 h 2 BLOCK - �`X!/ S \ ♦jj11 {- l h �, 1 g 90 \,,y,�A`r+i WII_ORA MEADOWS 2Nf) - .__ - / Y ` i \ TOP NUT HY RANT OETIVEaJ 111LOT 8 i 9 BLOCK9q?, t GZ 1 99 O ' G 1 9 _ \•' % G LCFWFR LOMEAUQW 2ND \ f`, / " 8 'h / -i.0 \1 ��✓ „1'� i`�� 1 `i' �`t `� .�� 5-� \ "\� l yam' h � I 8933�j+g8 os' 'r. - ''• � � 699.0 _, � ff��//�� t- ': + S1 J— 1 1 m � ,-� EX. POND 200 N.W.L - B79.4 2 YR. H_W.L = 871.4 k I .� -,+'a ! ; - L 1 sO H.W.L. YR. HWL= 8743 872.7 10 YRH.W. a 'z5 .11 too ... - .✓' o C f"f % ,f+--' kI -g'r ,-"� ,.!�/�•'. - WARNING! ' 1 EO.F_ ELEV. = 874.3 f u DERGRLN❑ unLnEs CALL 3ET- n- G'.GGING }' l GRAPFIIC EC9C.E 1N FEET J PI$NEERer�gi.neeiin zazz � AL1,= �••E: (rvL)esL >v:a •• -th, •h�.•re•^.•• tee' h�. P -- — u:_ns-ss EROSION AND SEDMIMNT 1bIEFMI.AN LAND COMPANY r- . Fy: sz-aasK m m¢ > � " " :� sooArvLFlucnr BLVD. WILDFLOWER MEADOW 5[h ADDITION G2 OF 4 Nlmeor_i ridghss, mN 15L20 - �. r - ,kY•��u��u Fay I 3fiw �' CONTROLPLAN ai.o MIN'c:T0W,MlNNFSI- I—L arsECO. w1uN.LaSTA rnvw.p:cnRrcnS.eam �.wla w=m... .,[die smenFM:nnesaa eeg. . 9 JFlld rsm,ee� rs.�K�,L°.rf. R .FTa.cx I W.iorie ur.o� ° R.oRsa I I RAgN°x, .I.xN ---------- VI ER I05,'RTCRSC,i. tl a wa, ,uh4:i_ RM5R I I Aa � R caomus GRlCO L9EYE1T FL6pw I I PY$NEERengineering 2433 Lutespase ➢nrc (651)681-3914 _}geTylnl� Ei�sM1ts. NIN 55IZa ays, RJx_ 681-44N6 •sv,pF-- 69, 9488 TYPICAL STREET SECTION fl� PUBLIC ° 4 vF�R �E igwgT AIENENT SECTION x%. ee Tursol M SINGLE FAMILY HOLDOOWNS LOT BENCHING DETAIL o J o 0 oe - - BEET -1F uRE'T oN of F OW ON SYR 5T 4_�•. � I f 1 ss%jw� � ZI pWISiIN GRAPC �21 aniNs :+xaC[ ��' c � GWriCING GRACc 5Nm cRRCE Lo I1 V T-0.55 CPSLIL .; 1 UCKDUT ea—T rLeO, - WALKKOUT � e f T Oo_ KOLR °MST n R i I amrve eRro I- - - - - •,I .s w.w. I_001(CLIT BP4tMfNT BOOR e gLI�wG .AEA gl•`. ISN€� GRM€ I I - _ i i s Nm. Tora61� WALKOU 0 SCALE t R ' � snA SNAG_ piACinC '.alonE I � I 5 Nn- TCPSbII WALKOUT No sGALE PS NOTA �-RADII cRa3E ARIE iTEJ GRACE ExISTINGIYG GRADE SEJ_CT SFC:{-1LL _I �} fst u111T CF SUEGRACE E%CAVAMCN MA-RIAL - COMPAGTEp BACKFILL ' I I KaN- =T - BAGKFLL MAT3EIAL II cO.11PAc P SACK -ILL SEE T ACKFT x TEP HI � i }Fal'y }�yy pL :,2q�$' ✓i �R� "'� � T �4p:1 SELECT ©ACAFILL .MA RIAL 1 L'pMF'AG"Ep iACKFiLL -•� — -- _ LRI OF UNSTABLE MATERIAL SUBGRADE CORRECTION DETAIL NC SGAL KEY °a3' r`nl � JnIJ-- 3 I ° RLea w E I a G CU FJ cLEVMnCN- I �� W K � ' FT E ES OEp SW I —AR:T ENTRY riALKWT J sx 9Cr nK.tRznlr NO NCF Jrv0_R ji5 R GRADING CONSTRUCTION NOTES GRADING SEQUENCE 1, INSTALL ROCK CONSTRUCTION ENTRANCE 2. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 3. STRIP TOPSOIL STOCKPILE AND STABILIZE IN BERM FDR FUTURE SPREADING. 4. DIG TEMPORARY SEDIMENT BASN, BASIN TO BE 1BO0 CF/AURE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 5D% FULLL 5. ALL SOILS WILL BE COMPAOTEO PER SPECIFICATIONS. 5. MAINTAIN DRAINAGE DURING PER OPERATION TO TEMPORARY SEDIMENT BASIN. 7. COMPLETE ,TE DRAPING PER PLAN. R5. RESPREAo TOPMINIMUM MAINTAIN A MNIMUM OF 4' DEPTH - 9. MAINTAIN DRAINAGE TO TEMP SECMENT BASIN UNTIL NEXT PHASE BEGINS. 10. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAL NOTES I_ THE STORM WATER POLLUTION PREVENTION MANAGER SHALL BE A PERSCN TRAINED, KN0WLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVEN RON AND SEDIMENT CONTROL BMPS WHO WILL OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTON AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. 2. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N_P.D.ES. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA 03STURDED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER TEMPORARY CEASING GRADING OR COMPLETION OF GRADING. 3. A COPY OF THESE PLANS MUST BE ON THE JOB SITE. WHENEVER CUNSTRUCHQN IS IN PROGRESS. 4. BMPS REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER OU AUTY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 5, ALL EROSION AND 'SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 6. THE 9MP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE RMP'S WILL BE NECESSARY TO ENSURE ERO5ION AND SEDIMENT CONTROL ON THE SITE, DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/QR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY UE NEEDED TO PROVOE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 7. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DC NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. E WHEREVER E POSSIBLPRESERVE THE EXISTING TREES. GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 9, OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. 00 NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE FROSIGM 10, TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MND07 2575 & 3676. CONSISTING OF: • NN SEED MIX 22-111 0 40 LBS_ PER ACRE OR APPROVED EQUAL. • MULGH SHALL BE MND07 TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN FLAGS OR APPROVED EQUAL, INSTALLED TO MINIMUM 99% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE T FERTIUZER. 10-10-20 O 200 LHS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE CONE IN ACCORDANCE WITH MNUUT 2575 & 3676. CONSISTING OF. • MN SEED MIX ZE-121 AT 75 POUNDS PER ACRE MULCH SHALL BE MNOOT TYPE 3 ® 2 TUNS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. INSTALLED TO MINIMUM PDX COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 X COVERAGE WITH DISC ANCHOR. TYPE 3 FERTILIZER. 22-5-10 BO%W.LN O 350 LOU PER ACRE - 11, SLOPES AT 3:1 OR STEEPER, ANO%UR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEUED WTH TACKIFHER MULCH. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACHED ONTO EXISTING STREETS AND PAVED AREAS, 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTRE SITE (EXCEPT ROADWAYS) SMALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL. PONDS. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (3O) DAYS AFTER FINAL 51TE STABILIZATION 15 AGPIEVED OR AFTER THE TEMPIDRARY MEASURES ARE NC LONGER NEEDED. 16. THE MINIMIZATION OF SOIL COMPACTION MUST BE USED ON AREAS OUTSIDE OF SPECIFIC COMPACTION REQUIRED AREAS. THESE PRACTICES INCLUDE PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTION TRAFFIC FROM AREAS, USING PRACTICES TO PREVENT CONCENTRATED FLOW OCCURRING OVER TFE SOIL, PROVIDE LICHT TRACKED EQUIPMENT TO CONSTRUCT AREA TO FINAL GRADE. THE AREAS REQUIRING LOOSE SOIL INCLUDE ALL TOPSOIL PLACEMENT AND INFILINATICN/FILTRATION BASINS. TURF ESTABLISHMENT NOTES STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO UMIT SOIL EROSION RUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTON ACTIVITY IN THAT PORTION OF THE SSTE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY SEED SHALT. BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876 CONSISTING OF-, • MAT 1 - AUGUST 1: MINNESOTA STATE SEEP MIXTURE 2 -Ill (OATS COVER CROP) O 100.0 LBS. PER ACRE OR APPROVED EQUAL- AUGUST QUAL AUGUST 1 - OCTOBER 1: MINNESOTA STATE SEED MIXTURE 22-111 (WINTER WHEAT COVER CROP) O 100.0 LES. PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNOOT 3882, TYPE 1 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHOREO IN PLACE OR APPROVED EQUAL INSTALLED TO MINIMUM 9UX COVERAGE OF THE SURFACE AREA DISTURBED. • MNDOT 3681, TYPE 1 COMMERCIAL FERTILIZER, 10-100-20 O 200 L35. PER ACRE PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDCT 2575 R 3876 CC14SSTN-3 OF: • MINNESOTA STATE SEED MIXTURE 25-141 (MESC GENERAL ROADSIDE) AT 59 POUNDS PER ACRE. MULCH SHALL BE MNOOT 3BB2, TYPE 1 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE 1]H APPROVED EQUAL, INSTALLED TO MINIMUM 90M COVERAGE CF THE SURFACE. AREA D€STTIRBED. • MNDOT 3881, TYPE 3 SLOW-RELEASE FERTILIZER, 22-5-10, MINIMUM 70X WATER -INSOLUBLE NITROGEN 9 350 LBS PER ACRE. _P_I SNE ERengr nee -ring 2122 Ent-pi-OriYixxF3s uwasue.�T uw (6-S 691-L91G \Sersdota TTeights, ATN 55124 w F.0- 651-9A M ww.2aon�t ¢. m CONSTRUCTION ACTIVITY REQUIREMENTS A_ F'R(]'+! Y PR VFNTION PRA TI T. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING VEGETATIVE BUFFER STRIPS. HORIZONTAL S PE GRADING AND OTHER GONS'TRUCT10N PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO HE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS. STAKES, SIGNS. SILT FENCE. ETC.) ON THE DEVELOPMENT SITE BEFURE WORK BEGINS. 2. TEMPORARY STABILIZATION MUST BE INITIATED IMMEDIATELY WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION IF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. 3. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OE A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH is CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN. 7 DAYS. THESE AREAS INCLUOE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GETTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH. OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 4. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABIUZEC WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE. OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN Z4 HOURS Cr CONNECTING TO A SURFACE WATER). _ 5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY D15SIPATTUN WITHIN Z4 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CIDNIHOL PRA .TI 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR STE CONDITIONS. IF DOWN GRADE SYSTEM 15 OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:'1 OR STEEPER. SLOPES MAY HE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES. OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION COITRCL PLAN. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING 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 NEST PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS. INCLUDING STORM WATER CCNVEYANCES SUCH AS CURB AND GUTTER SYSTEMS. OR CONDUITS OR DITCHES S. CONTRACTOR 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. C. ❑EWATERiNG AND SURFACE DRAINAGE 1_ DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER. IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NDT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS_ THE CONTRACTOR MOST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL RUCK RIP RAP. SAN❑ BAGS. PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. Z. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS. EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPFDTQNS ANO MAINTENPNCE 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE. EVERY SEVEN DAYS DURING ACTIVE TI CONSTRUCON AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.". N,P.D.E.S. REQUIREMENTS (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.} 2. ALL NONFUNCTIONAL LAMPS MUST BE REPAIRED, REPLACED OR SUPPLEMENTS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME 15 SPECIFIED. (SEE MPGA NPUES PERMIT IY.E,S). E, PCNI_UTION PREVENTION MANAGEMENT MEASURES 1. SCUD WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS 2. HAZARDOUS MATERIALS MUST BE STORED AND D15POSED OF PER M.P.C.A_ REGULATIONS. 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST SE LIMITED TO A OWNED AREA OF THE SITE RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED UE. NO ENGINE DECREASING IS ALLOWED ON SITE. GRAVEL CONSTRUCTION ENTRANCE NOTE MAY BE LARGER AS REQUIRED BY THE ENGINEER. �e SILT FENCE TREE FENCE 4 FT. HIGH CPPCLYMER BARRIER FENCING (SNCW FENCE OR FABRI^. 51'_T FENPNC �// srANoaRD ST¢L F_vcc snKF.s CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2015-18 RESOLUTION APPROVING DEVELOPERS AGREEMENT- OTSEGO WILDFLOWER MEADOWS 5TH ADDITION WHEREAS, Meridian Land Holdings, LLC is seeking approval of a Plat known as WILDFLOWER MEADOWS 5TH ADDITION, and WHEREAS, the approved Plat requires construction of some public improvements and payment of City costs and fees as well as placing certain restrictions on the development; and WHEREAS, those obligations are contained and memorialized in the attached Developers Agreement; and WHEREAS, the Developers Agreement also sets forth the security required to assure satisfactory construction of public improvements and establishes the various remedies available to the City in the event that Developer breaches the terms and conditions of the Agreement. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego, Wright County, Minnesota as follows; 1. The attached Developers Agreement between the City of Otsego and Meridian Land Holdings, LLC is hereby approved, subject to Staff approved changes. 2. The Mayor and City Clerk are hereby authorized to execute the Developers Agreement on behalf of the City of Otsego. ADOPTED this 13th day of April, 2015 by the City Council of Otsego. MOTION TO ADOPT the Resolution by Council Member and seconded by Council Member. IN FAVOR: OPPOSED: CITY OF OTSEGO Jessica Stockamp, Mayor Tami Loff, City Clerk 2 DRAFT- APRIL 9, 2015 DEVELOPMENT AGREEMENT WILDFLOWER MEADOWS 5TH ADDITION AGREEMENT entered into this day of February, 2015 between the City of Otsego ("City"), a municipal corporation organized under the laws of the State of Minnesota, and Meridian Land Holdings, LLC, a Delaware Limited Liability Company ("Developer"). 1. Request for Plat Approval. The Developer has requested that the City approve a plat entitled WILDFLOWER MEADOWS 5TH ADDITION (referred to in this Agreement as "the Plat") and legally described as follows: Outlot D, WILDFLOWER MEADOWS 3RD Addition, according to the Plat on file and of record at the Office of the County Recorder, Wright County, Minnesota. The plat contains 14 (fourteen) single family residential lots and one (1) outlot. The plat is located within the City's East Sewer District, is zoned R-6, Medium Density Residential District as approved by Ordinance adopted by the City Council on October 11, 1999. The Preliminary Plat and PUD -CUP for WILDFLOWER MEADOWS was approved by the City Council on March 13, 2006. 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Agreement, furnish the security required by it, and record the Plat with the Wright County Recorder or Registrar of titles within one hundred (100) days after the City Council approves the final plat. The Developer shall cooperate with the City in recording the Plat and all required additional deeds and documents and providing assurance that the Plat and all required documents have been 1 properly and timely recorded. Any restrictive covenants for the Plat shall be submitted to the City Attorney for approval and shall be recorded prior to sale of any lots within the Plat. 3. Right to Proceed. Within the Plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, storm sewers, water lines, streets, utilities, public or private improvements, or any buildings or structures until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with the City Clerk, and all conditions contained in the Agreement have been met, 2) the necessary security has been received by the City, 3) the Plat and this Agreement have been recorded with the Wright County Recorder's Office, 4) The Developer has initiated and attended a pre -construction meeting with the City Engineer, and 5) the Zoning Administrator has issued a letter that all conditions have been satisfied and that the Developer may proceed; or until such time as approval to commence earlier construction is specifically approved by the City, and Developer has fully complied with all conditions set forth by City staff. 4. Sanitary Sewer Service Allocation. The allocation of sanitary sewer service to the 27 lots within the Plat does not occur until all required security has been posted. 5. Changes in Official Controls. WILDFLOWER MEADOWS 5TH ADDITION is a planned and staged development within the meaning of Minn. Stat. 462.358, Subd. 3c, and no amendment to the City's Comprehensive Plan or other Official Controls shall apply to or affect the use, development density, lot size, lot layout, or platting requirements for future phases of WILDFLOWER MEADOWS 5TH ADDITION for a period of five (5) years. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by State law, the City may require compliance with any amendments to the City's Comprehensive Plan, other Official Controls enacted after the date of this Agreement. This provision does not apply to regulations or Official Controls related to park and trail dedication or any fee established by the City chargeable to the Developer for municipal costs arising from said future phases. 6. Development Plans. The Plat shall be developed in accordance with the plans on file at the office of the City Cleric and the conditions stated below. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A Final Plat, WILDFLOWER MEADOWS 5TH ADDITION, dated , 2015 prepared by Pioneer Engineering. Plan B Grading, Drainage, and Erosion Control Plan prepared by Pioneer Engineering and as finally approved by the City Engineer. Plan C Construction Plans for WILDFLOWER MEADOWS 5TH ADDITION, prepared by Pioneer Engineering and as finally approved by the City Engineer. 0a Plan D Specifications for WILDFLOWER MEADOWS 5TH ADDITION, prepared by Pioneer Engineering and as finally approved by the City Engineer. Plan E Landscaping Plan for WILDFLOWER MEADOWS 5TH ADDITION prepared by Pioneer Engineering, and as finally approved by the City Zoning Administrator. 7. Improvements. The Developer shall install and/or pay for the following: A. Streets B. Street lights C. Site grading and ponding D. Underground installation of all utilities E. Sanitary sewer lines F. Water lines G. Storm water management improvements H. Setting of lot and block monuments I. Construction surveying and staking J. Traffic control signs Improvements shall be installed in accordance with City standards, the City Code, and the above -referenced plans that have been furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits before proceeding with construction. The City shall provide adequate field inspection personnel to assure acceptable quality control, which will allow certification of the construction work. The City may, when reasonably required to do so, and at the Developer's expense, have one (1) or more City inspectors and a qualified engineer inspect the work. Within thirty (30) days after the completion of the improvements and before all retained security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" and an electronic file of the "as constructed" plans in AutoCAD.DWG file or a .DXF file, all prepared in accordance with City standards. Before the security for the completion of utilities is fully released, iron monuments shall be installed in accordance with Minnesota Statutes 505.02. The Developer's surveyor shall submit a written notice to the City certifying that the monuments are installed following site grading, utility and street construction. 8. Contractors/Subcontractors. City Council members, City employees, and City Planning Commission members, and corporations, partnerships and other entities in which such individuals have greater than a twenty five percent (25%) ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 7 above. 3 9. Permits. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include, but are not limited to: A. Wright County for County Road access and work in County right of way. B. MNDOT for State Highway Access C. MNDOT for work in right of way D. Minnesota Department of Health for watermains E. MPCA NPDES Permit for construction activity F. MPCA for sanitary sewer and hazardous material removal and disposal G. DNR for dewatering H. City of Otsego for building permits I. City of Otsego for sanitary sewer connections J. City of Otsego for retaining walls 10. Dewatering. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable County, State, and Federal rules and regulations. DNR regulations regarding appropriations permits shall be strictly followed. 11. Time of Performance. The Developer shall install all listed improvements by December 31, 2015. The Developer may request an extension of time from the City to be submitted in writing to the City Clerk, for which said extension shall be conditioned upon updating the security posted by Developer to reflect cost increases and the extended completion date. Final wear course placement outside of the above time frame must have the written approval of the City Engineer. The City may impose additional conditions on the extension necessary to ensure performance. 12. Right of Entry. The Developer hereby grants to the City, its agents, employees, officers and contractors an irrevocable right of entry to enter the Plat to perform any and all work and inspections necessary or deemed appropriate by the City during the installation of improvements by Developer or the City, or to make any necessary corrective actions necessary by the City. Except in emergency situations, as defined by the City, the City shall give the developer fifteen (15) business days notice stating the deficiencies and necessary corrections prior to making any corrective action. Said right of entry shall continue until the City finally accepts the improvements and any applicable warranty period has expired. 13. Erosion Control. Prior to initiating site grading, and before any utility construction is commenced or further building permits are issued, the erosion control plan, 4 Plan B, shall be implemented by the Developer and inspected and approved by the City. If the City Engineer determines that it would be unreasonable to require full implementation of the erosion control plan prior to utility construction or issuance of certain building permits, he shall state in writing what construction can take place and what particular building permits can be issued prior to full implementation. The City may impose additional erosion control requirements if, in the opinion of the City Engineer, they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. If the Developer does not comply with the erosion control plan and schedule or any supplementary instructions, the City may, with reasonable notice, take action as it deems appropriate. 14. Grading Plan. Plat grading shall be in accordance with the approved grading plan, Plan B. The plan shall conform to City specifications and the City Code. Ponds, swales, and ditches shall be constructed on public easements or land owned by the City. Within thirty (30) days after completion of grading and before any retained security is fully released, the Developer shall provide the City with an "as built" grading plan including certification by a registered land surveyor or qualified engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. "As built" plans shall include field verified elevations of the following: A. Cross sections of ponds B. Location and elevations of swales and ditches C. Lot corners and house pads Occupancy permits shall not be issued by the Building Official until the grading and drainage plan is certified as set forth above. 15. Clean Up. The Developer shall promptly clean any and all dirt and debris from streets and construction sites in accordance with the City Code resulting from construction work by the Developer, its agents or assigns. 16. Ownership of Improvements. Upon acceptance by the City Council of the work and construction required by this Agreement, improvements lying within public easements and public right-of-way shall become City property without further notice or action. 17. Streets. The Developer agrees to maintain the streets in the Plat until the base course bituminous surfacing has been accepted by the City. Should the City be required to grade the street prior to paving, the cost of such grading shall be paid by the Developer and drawn from the Developer's letter of credit. Should snow plowing be necessary prior to street paving, the Developer shall be responsible for such plowing as may be required by the Streets Supervisor. If, upon the Developer's request, the City agrees to plow the street prior to acceptance, such work will be done upon agreement that the Developer will hold harmless and indemnify the City from any and all liability claims s related to such work and pay all costs associated with that work. Any plowing undertaken by the City will constitute no acceptance or evidence of acceptance of the street(s) in question. Upon final completion of streets and acceptance by the City as a City street rather than a private drive, the Developer shall guarantee to the City for a period of two (2) years that the streets have been constructed to City standards. The warranty period shall not commence until such time as street construction is completed and the streets are accepted as City streets by the City. The two (2) year warranty set forth above commences upon the date on which the City accepts the streets by resolution. 18. Sewage Treatment. No occupancy permit for any building within the plat will be issued by the City unless the Building Official has inspected both the sewer and water connections to the building and has certified that they have been constructed satisfactorily in accordance with City specifications and the City Code. 19. Administrative Fee. A fee for City Administration of this project shall be paid prior to the City executing the plat and this Agreement. Said fee shall be one percent (1%) of the estimated construction costs of the improvements within the plat, or alternatively a minimum fee. The administrative fee for this Plat is $1,660.00 and is contained within the escrow and fees established in Paragraph 28 of this Agreement. This fee is immediately available to the City upon establishment of the escrow. 20. Sewer Availability Fees. Current fees for the provision of sanitary sewer (SAC) are as follows: 14 REC units at $ 2,265.00 per unit or $31,710.00. Sanitary sewer availability fees shall be paid at the time that the final plat is approved. 21. Sewer Connection Fees. Sanitary sewer connection fees are payable at the time of issuance of a building permit. In the event that building permits are issued after the City has increased this fee, the applicable amount due per unit shall be the fee per REC unit in place at the time of application for a building permit. 0 22. Water Availability Fees. Current fees for the provision of water service (WAC) are as follows: 14 units at $ 1,581.00 per unit or $22,134.00. Water availability fees shall be paid at the time that the final plat is approved. 23. Water Connection Fees. Water connection fees are payable at the time of issuance of a building permit. In the event that building permits are issued after the City has increased the hookup fee, the applicable amount due per unit shall be the fee per REC unit in place at the time of application for a building permit. 24. Park and Trail Dedication. The Park and Trail fee is $3,370.00 per lot times 41.7% (includes credit for previously dedicated park land) or $19,674.00. This amount is due and payable at the time of Final Plat approval. The Park and Trail fee is subject to reduction in the amount of $3,740.00 upon City approval of a bituminous trail constructed over Outlots B and C. 25. Street and Traffic Control Signs. Before the City signs the final plat, the Developer shall pay to the City $750.00 for installation of traffic control signs (stop signs, street signs, dead-end signs). The said amount was calculated as follows: 3 signs at $ 250.00 per sign. Using these funds, the City shall purchase and install the street and traffic control signs. 26. Street Light Construction. The Developer shall pay for the operation and maintenance of the street lights for a period of two (2) years. In order to facilitate payment of payment for operation and maintenance of street lights, the Developer shall submit a fee to be included within the escrow and fees established in Paragraph 27 of this Agreement and is calculated as follows 2 lights x $ 2,000.00 per light for a total payment of $4,000.00. The operation and maintenance of the street lights by the City shall not commence until such time as the Plat is accepted by the City and is formally recorded. Street lighting shall conform to adopted City Code. 27. Transportation Infrastructure Cost. Preliminary Plat approval for WILDFLOWER MEADOWS requires payment of 50% Street Access fees calculated as follows; 14 lots at 50% of $1,430.00 per lot fee or $11,830.00. This amount is due and payable at the time of Final Plat approval. 28. City Engineering Administration and Construction Observation, Legal Fees Escrow and City Fees. The Developer shall pay a fee for consulting engineering administration. City engineering administration following approval of the Plat. City engineering administration will include consultation with Developer and its engineer on status or problems regarding the project, monitoring during the warranty period, general administration and processing of requests for reduction in security. Fees for this service shall be the actual amount billed for those services estimated to be three percent (3%) of the estimated construction cost of the improvements to be inspected, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City Engineer. Construction observation shall include part or full time observation, as determined by the City Engineer, of proposed street, sanitary sewer, water and storm drainage construction and will be billed on hourly rates actually required for said inspection estimated to be five percent (5%) of the estimated construction cost of the improvements to be inspected. In the event of prolonged construction or unusual problems, the City will notify the Developer of anticipated cost overruns for engineering administration and observation services. The escrow and fee account shall also include estimated fees for Legal expenses actually incurred, City Administrative Fee (a flat fee due upon execution of this Agreement), Trunk Water and Sewer Access Fees (a flat fee due upon execution of this Agreement), Transportation Infrastructure Costs (a flat fee due upon execution of this Agreement), Park and Trail Dedication Fees (a flat fee due upon execution of this Agreement), Street Light Maintenance and Operation Fee (a flat fee due upon execution of this Agreement) and shall be established as follows: ESCROW AND FEES City Construction Administration and Utility and Street Inspection Fees (estimated 8% of $166,000.00) $13,280.00 Legal Fees (estimated, actual billings to be paid) $1,660.00 City Administrative fee $1,660.00 Sewer Availability Charge (14 lots x $2,265 per lot) $31,710.00 Water Availability Charge (14 lots x $1,600 per lot) $22,400.00 Transportation Infrastructure Cost (14 lots x $845 per lot) $11,830.00 Park & Trail Dedication Fee (14 lots) $19,674.00 Street light maintenance and operation $2,000.00 Street & traffic control signs $750.00 GIS Data Entry ( $100 per 3.75 acres) $375.00 TOTAL $105,339.00 a This escrow amount shall be submitted to the City prior to the City executing the Plat and this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of the Plat and this Agreement. Any amounts for legal and engineering not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. All other amounts listed as flat fees are non-refundable and available immediately for City use when posted. 29. Security. To ensure compliance with the terms of this Agreement, and construction of all public improvements, the Developer shall furnish the City with a cash escrow or other "security" in the amount of $298,762.50.00 said amount calculated as follows: Site Grading, Erosion & Sediment Control $32,400.00 Sanitary Sewer- Lateral $30,500.00 Watermain- Lateral $39,500.00 Storm Sewer- Lateral $31,000.00 Streets $65,000.00 Engineering and Surveying Construction Services $12,610.00 Landscaping $28,000.00 TOTAL $239,010.00 TOTAL SECURITY REQUIRED ($239,010.00 x 125%) $298,762.500 The issuer and form of the security (other than cash escrow) shall be subject to City approval. The security shall be issued by a banking institution in good standing as determined by the City and approved by the City Administrator. The City shall have the ability to draw on the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall be for a term ending June 1, 2016 and shall contain an automatic renewal provision. The City may draw down the security for any violation of the 9 terms of this Agreement, or upon receiving notice of the pending expiration of the security. It shall be the responsibility of the Developer to inform the City at least thirty (30) days prior to expiration of the security of the impending expiration and the status of the project relative to the security and this Agreement. If, for whatever reason, the security lapses prior to complete compliance with this Agreement (other than during any warranty period), the Developer shall immediately provide the City with either an extension of the security or an irrevocable letter of credit of the same amount upon notification of the expiration. If the required improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw down the security. If the security is drawn down the proceeds shall be used to cure any default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval, the security may be reduced from time to time down to $33,650.00 the amount of warranty security. A warranty security in the amount of $33,650.00 shall be posted with the City as set forth in paragraph 33 of this Agreement. Notwithstanding the posting of that warranty security, the security shall not be reduced below ten percent (10%) of the posted security until all improvements have been completed, all financial obligations to the City satisfied (which includes posting of warranty security), and the required "as built" plans have been received by the City. The intent of this Agreement is that the City shall have access to sufficient security, either security or warranty security, to complete the project and insure warranty on all public improvements at all times. This security amount shall be submitted to the City prior to execution of the Plat and this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of the plat and this Agreement. The security for this Agreement shall be cash or Irrevocable Standby Letter of Credit in the amount of $298,762.50 The cash shall be deposited with the City and released to make payments to contractors, consultants, City consultants as they are billed. The City will not release the security or any portion of the security until a copy of any billing due and owing has been submitted to and approved by the City and the City Engineer, subject to retention of retainage as set forth above and the appropriate amount for warranty of public improvements. 30. Landscaping. The Developer shall install two (two) trees upon each lot within the Plat of a species approved by the Zoning Administrator. These plantings may not be installed in a public right-of-way. Any security posted for this agreement or prior additions may be used to cure any defects in the event that the Developer, it assigns or successors fails to install landscaping according to this Agreement. Landscaping security to insure compliance with the approved Landscape Plan shall be $28,000.00 to be posted with 10 the City at the time this Agreement is executed. Any trees which can cause a public nuisance or public hazard, such as bug infestation or weak bark, are specifically prohibited. The Developer, Builders or Property Owners (applicant for building permit) in the residential lot area shall sod all front yards within the buildable portion of each lot and shall post any security required by the City to assure landscaping or other items in compliance with the City Code. The Developer, Builder or Property Owner shall provide not less than six (6) inches of topsoil in required front yards or side yards abutting public rights-of-way. Where slopes lie in excess of ten (10) percent, sodding (staked) shall be required. Weather permitting, the trees, grass seed and sod shall be planted before Certificates of Occupancy are issued. All grass seed shall be maintained so that turf is established within one (1) year of planting. If landscaping as required by the City Code and this Agreement is not timely completed, the City may enter the lot or lots, perform the work, and apply any posted security toward the cost. The Developer, it assigns or successors, Builder or Property Owner will provide will provide all trees, grass, seed and sod within the Plat and shall maintain said plantings and warrant them to remain alive, of good quality and disease free for twelve (12) months after planting. Any replacement shall be warranted for twelve (12) months from the time of planting. 31. Significant Trees. There are no significant trees within the Plat. The Developer is not required to replace any significant trees. 32. Meters. Meters shall be provided as per City policy. 33. Warranty. The Developer warrants all work required to be performed by it against poor material and faulty workmanship for a period of one (1) year after its completion and acceptance by the City. The amount of posted warranty security for public improvements to be posted by the Developer shall be in the amount of $33,650.00. The amount, has been determined by the City Engineer, and is based upon the costs of the raw materials and labor which would be necessary to correct the most common deficiencies in such public improvements. 34. Claims. The Developer shall pay any subcontractor within ten (10) days of the Developer's receipt of payment by the City for undisputed services provided by the subcontractor. In the event that the City receives claims from labor, materialmen, or others that perform work required by this Agreement, and the sums due them have not been paid, and the laborers, materialmen or others are seeking payment from the City, the Developer hereby authorizes the City to commence an interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to one hundred twenty-five percent (125%) of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the 11 letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorney fees pursuant to this Agreement. In the event that the Developer desires to make a cash deposit instead of drawing down the letter of credit if a claim is made as stated above, they shall immediately notify the City of this intent at the time the claim is made and shall delivery one hundred twenty-five percent (125%) of the claim to the City within ten (10) days of such notice in the form of cash or certified check. 35. Restrictions. The following restrictions apply to the property and all lots thereon shall be held, sold, and conveyed subject to the following conditions and restrictions, which are for the purpose of protecting the value and desirability of the plat and insuring that all conditions imposed by the City in this Agreement are properly recorded against the property. Said conditions shall run with the real property and be binding on all parties having a right, title or interest in the plat or any part thereof, their heirs, executors, representatives, successors and assigns: A. Developer shall convey to City trail, utility and drainage easements over, under and across Outlot A, WILDFLOWER MEADOWS 5TH ADDITION. 36. Responsibility for Costs. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by them or the City in conjunction with the development of the Plat, including, but not limited to, legal, planning, engineering, and inspection expenses incurred in connection with development of said Plat, the preparation of this Agreement, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Plat development. The Developer shall indemnify the City and its officers and employees for all costs, damages or expenses which the City may pay or incur in consequence of such claims, including attorney's fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering fees, attorney's fees, and costs and disbursements. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat 12 development work and construction, including but not limited to the issuance of building permits for lots which the Developers may or may not have sold, until all bills are paid in full. Claims not paid within thirty (3 0) days shall accrue interest at the rate of twelve percent (12%) per year. 37. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the City may then draw down the security established in Paragraph 17 to pay for any work undertaken, provided the Developer is first given notice of the work in default, not less than seven (7) days in advance. This notice provision does not apply if the work performed by the City or its contractors is of an emergency nature, as determined at the sole discretion of the city. Should such emergency work be required the City will make all reasonable efforts to notify the Developer as soon as possible. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part pursuant to any applicable statutes or ordinances. 38. Miscellaneous. A. The Developer represents to the City that the plat complies with all City, County, State, and Federal laws and regulations, including but not limited to, Subdivision Ordinances, Zoning Ordinances, and environmental regulations except where specifically excluded by this agreement. If the City determines that the Plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Agreement. C. Breach of any of the terms of this Agreement by the Developer shall be grounds for denial or revocation of building permits. D. If any portion, section, subsection, sentence, clause, paragraph or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. If building permits are issued by the City prior to the completion and acceptance of public improvements, the Developer shall assume all liability for the costs resulting in any delay in completion of public improvements and damage to any public improvements caused by the City, the Developer, its contractors, subcontractors, materialmen, employees, agents, or third parties. No one may occupy a building for 13 which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface, unless a specific exception is approved by the City. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land, shall be recorded against the title to the property and all properties therein established by the Plat, and shall be binding on all parties having any right, title or interests in this phase of the plat or any part thereof, their heirs, successors, and assigns. After the Developer has completed the work required of them under this Agreement as set forth in Section 8, at the Developer's request, the City will execute and deliver to the Developers a release or partial release (s) of this Agreement. H. The Developer shall take out and maintain until one (1) year after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and any claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall not be less than $500,000.00 for one person and $1,000,000.00 for each occurrence; limits for property damage shall be not less than $200,000.00 for each occurrence. The City shall be named as an additional named insured on said policy, and the Developer shall file a copy of the insurance coverage with the City prior to the City issuing further building permits. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 14 J. The Developer shall pay for all local costs related to drainage improvements required to complete the construction according to the plans and conditions that are a part of this Agreement. K. Should development of the plat proceed at a pace slower than anticipated, and for that reason, specific terms of this agreement become onerous or unduly burdensome to the Developers, upon his/her application, the City will enter into negotiations regarding those specific terms and shall not unreasonably withhold consent to appropriate changes in the terms of this Agreement. L. The Developer shall demonstrate, and maintain compliance with the 1991 Wetland Conservation Act. M. The Developer shall be responsible for all on site drainage as well as for any affects that their actions may have on adjoining properties. Specifically, the Developer shall maintain existing drainage tiles on site, and shall be responsible for any and all drainage problems related to either the site drainage tiles or problems with on-site drainage facilities to be constructed in accordance with this agreement and plat approval. 39. Previous Developer's Agreement. Upon execution of this Agreement, Developer shall be released from the terms and conditions of that Developer's Agreement for WILDFLOWER MEADOWS dated related to the portion of WILDFLOWER MEADOWS being platted as WILDFLOWER MEADOWS 5TH ADDITION. 40. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, their employees or agents, or mailed to the Developer by registered mail at the following address: Meridian Land Holdings, LLC, Attention: Notice to the City shall be in writing and shall be either hand delivered to the City Clerk at the following address: City of Otsego, City Hall, 13400 90th Street NE, Otsego, MN 55330, Attention: City Clerk CITY OF OTSEGO BY: Jessica Stock -amp, Mayor 15 M Tami Loff, City Clerk DEVELOPER MERIDIAN LAND HOLDINGS, LLC IC Its: STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of 2015, by Jessica Stockamp, Mayor and by Tami Loff, City Clerk, of the City Otsego, a Minnesota municipal corporation, on behalf of the City and pursuant to the authority of the City Council. Notary Public STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2015, by the , of Meridian Land Holdings, LLC a Delaware limited liability company, with authority and on behalf of the company. 16 DRAFTED BY: MACARTIIUR LAW OFFICE, LLC 3601 Thurston Avenue North Suite 103 Anoka, MN 55303 (763) 231-5850 17 Notary Public