The URL can be used to link to this page

4.6 SR 04-20-2020Request for Action Cty Elk — River To Item Number Mayor and City Council 4.6 Agenda Section Meeting Date Prepared by Consent Aril 20, 2020 Zack Carlton, Planning Manager Item Description Reviewed by Final Plat: Hillside Estates Twelfth Addition Cal Portner, City Administrator Reviewed by Action Requested Adopt, by motion, a resolution approving the final plat of Hillside Estates 12"' Addition, with the following conditions: - 1. A Development Agreement be prepared and executed outlining the terms and conditions of the plat approval prior to releasing the plat for recording. - 2. Water Availability Charge shall be paid in the amount required by cRa_3 the city at the time the final plat is released for recording. (currently $368/plumbing unit). =° 3. Staff approval of all site, landscaping, engineering, and stormwater plans. L - RR 4. Address all comments in the comment letter dated April 13, 2020. 5. Streetlights shall be installed as required by Elk River Municipal Hwy 10 Utilities. _ - _ cR 12 6. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. J 7. Upon completing all public improvements and having them accepted by the city, a security or warranty in a form acceptable to PP the public works director must be secured. s ti 8. A development plan shall be approved by the city engineer prior Al to the issuance of building permits. 9. All mailboxes shall be clustered. 10. Any item or condition found that indicates the site is likely to Figure yield information important to pre -history or history shall be reported to the city immediately. the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. Approve, by motion, the Development Agreement for Hillside Estates 12`' Addition. Background/Discussion Case No. P 20-07 Further, p a w E A E U s r Template Updated 4/14 INIM UREI The applicant is requesting final plat approval for 20 new single-family lots in the Hillside Estates subdivision, to be known as Hillside Estates 12`' Addition, the last addition in this subdivision The preliminary plat was approved in September of 2017. The current proposal plats 20 single-family lots. Park Dedication was satisfied with land dedication as part of a previous addition. Development Agreement The conditions of approval include a requirement of a signed Development Agreement. The agreement outlines the costs and responsibilities to the satisfaction of city staff. Staff and the city attorney drafted a Development Agreement outlining these responsibilities and are seeking Council approval. The Development Agreement closely follows our standard agreement, and outlines required security in the form of a Letter of Credit and escrow deposits. Financial Impact None Attachments ■ Final Plat ■ Final Plat Resolution ■ Comment Letter dated April 13, 2020 ■ Site and Construction Plans dated March 18, 2020 ■ Development Agreement N:\Public Bodies\Agenda Packets\04-20-2020\Final\4.6 sr Hillside Estates Twelfth FP.docx HILLSIDE ESTATES TWELFTH ADDITION KNOVI ALL PERSONS BY THESE PRESENTS: Thtlt Riv kh, Development Comptlny of Prineeton, o Mmnesoto DI, w .II. ginner of the iaertify Ill this illb-It naa fled in the Office of the County Recorder I rtt 10H. n9 tl-i- pr ty bit.-d in the County tlf Sherburne, St- .1 M9lneeotI, to nit. c J.y of]Oa_ .1 ..loch one nos y ..reed _ .M. erDweby xument Number \ \ Outlots A one R, HILLSIDE ESTATES ELEVENTH ADDITION. Shwbur.e County, MV.ewt.. puplieouss iwever tIA rveye� 1 ea Iahonn ea HILLSIDE ESTATES Al. tletlMCHn9Hto 1Hel puNlie iw puNl er use forever the ememuente foa / / \ / F l L_ L _ V E hli ahenn on thin Plot for tlmm.9enond u tY Purpmea only. Sherburne Co y order \ / / \ L y / III treel aoitl H., ilY Deveopment Compony .1 Prin.Nen hoa y M.fessne R. h ceuaetl these Proems I. be ai9netl by la proper officer I- \ � / T, � / \ RIVERSIDE DEVELOPMENT CONPANY OF PRINCETON o - AY Ri.hwd C. loner, -.idmt II STATE Of MINNESOTA �i LJ ��L- I L_✓ r\ + ; vv u_v I COUNTY OF __ v ; `-,tv asrMN c Y � � ro ova noa The forgoing inatrume t naa ockn.nled9Ill, before O.y of CJ •W .ja""> r oo 52 RO]_ by Richore C. Eater, President of Riverside OevelapmentnCamponyof Pfnceton.. Ninnemt. C.rp.r.tion, on beh.li of the C.rpwniw."�o� 1 Ivlly l �l _ /emu, C 4 I rc�iuu CHDc�'V9>. ws S- II rr �xbl . ..an y MezPimo M MMtln .-tl-tl':' , =tea �g , / / .ebo- / - b a L- •w P m / i rvot 9 r ertilY thot hove surveyetl entl PN t nd, suPervisetl the su ve in9 and dpI.Hing of the le \ �J O f\ f\ T /1 E os ILLSICE ESTATES TWELFTH ADgIID tt� isoplet a repreamtotion of 1He beu to pole ; - eai9n.be .. this I ltCt Ih Ol icted .. this w.1 A ritlh ur:1o°rae1IF thb ..-to this .erlificotim, .I 1 l.nds on0 n.ter Ewn noa .nd .II public y re Morn .nd l.ea.d os8eeerneeeml mean. scowl- -H. 55.01. Subd. a ne � J � , ro� r �!pi,i2/ vv u_v I I L col Ind ry8 Orr &ion Person. L'c L..d Surveyor tt Minnes.te Li- Nb. V91]B _ oa5 A _ _ ' - - - >D9 �' ° " 3 ��&1 E2 q si ,� ;-CHO. .5g9oE �, �.�'L ////H,a"I- , -" 11 � 5 6 COUNtt OF ANOKATA / c� �$ 053 �"-'N fir - •r" `� "W�,j'-E' me a This innrumm etl9etl b. 1 el •c, / ogr =,7b �� o �S' r, -r ROR_ by Brien Person, a LMeneetl L. %I "m -6]A J-� v - Y 49 Land Surveyor. Minnttot. Lcmae N.. A913B. ^ti y / [ T rLB -� 1 zry 2 \ \ o$v39 -E L) V I✓ T1�- i \10 \\ (1✓\� ey64!68 __\ vF ^?IsiAt ✓\a \ J�f'. neiiia'bx Nbt rr Pxbfe. uinnttn. y miay.n ezPirn \�J Jac'' !2qa� :-'� rC/ _ -,�� C v E5 n - ' ry '�/ ��1 2n C--p -�--/�, --- - -� - / sea zB'zz'w \`.i,J -r 61-1 ° �e z2 E��'V •�," gib me ti.9 Ale this hyCi�t' C ncil of the y of DZRR-r, Snereurne y, innea.t. of o ,��JE V '� / p ry vcos e��-a_s 0o. Ir, N.w ore G, giro 3 00 o-S - �o'�a]y ertify Chet Prefer evi of ti hero Pre bad to entl I h .e Pltlt oe to 1wm entl eeeeuhtln this ne Y .Prove th 1aD4_Le'fit-�efi5te'3YH e Y e, l �� ,C ,A�b� Y p '� If 8� qh I ENE ".BAH I;HD� Elk Rive, City AM-, v v 4 C A 7'� VICINITY $ MAP Rat P.-kht t. Sherburne C... ty Old ... ce Number ODS. I her ertify that en / D�a _ e tea. 6'be �S L a/ 7 IN, PIo1 A en ..Proved o to eomPlionee he GtePter 505, Minnenoto Stotuten thn Y ROa_. o----------- ro - - � •1 Y n�T� - -- 6o/` c> S .rbxm. Do .ty sxrx.gr - 5 ,p a N -- hereby .wtify Laos .byoble m the yttr _ .. I... herein dettribed .rs P.id m hull. a.' o �� S ` III q `�. y - m �_ entl these ere no I-q-t tease, end 1h.t b-fer nm mteretl 1ne t ' F �. - - �� C ----J L------11�i --- C Snereurne C r enor/lremurer l IL L _ �I V L \ , L C, \L r�VLJI I RRLSE SO 0 6o RO SCALE FEET 1 INCH N BO FEET • bmmea m rm1mewmmtktwneks xn Astd• saea (NO oo lne of E) e Ff�v 4 4A� RUM RIVER lgsLANDSIIFLWYOM&ENGINEERS City of Elk River Resolution 20- A Resolution of the City of Elk River Granting Final Plat Approval for Hillside Estates Twelfth Addition Case No. P 20-07 WHEREAS, application has been made for final plat approval, pursuant to Section 30-374 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as "the Property"; and WHEREAS, a preliminary plat of the Property was approved by the City Council on September 18, 2017; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property; NOW, THEREFORE, BE IT RESOLVED It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed subdivision is consistent with the Chapter of 30 of the City Code of Ordinances and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City's Comprehensive Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. 2. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 4. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. This final plat approval shall expire two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 201h day of April 2020. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk i EXHIBIT A LEGAL DESCRIPTION Outlots A and B, HILLSIDE ESTATES ELEVENTH ADDITION, according to the recorded thereof, Sherburne County, Minnesota EXHIBIT B CONDITIONS OF APPROVAL 1. A Development Agreement be prepared and executed outlining the terms and conditions of the plat approval prior to releasing the plat for recording. 2. Water Availability Charge shall be paid in the amount required by the city at the time the Final Plat is released for recording. (currently $368/plumbing unit) 3. Staff approval of all site, landscaping, engineering, and stormwater plans. 4. Address all comments in the comment letter dated April 13, 2020 5. Streetlights shall be installed as required by Elk River Utilities. 6. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 7. Upon completing all public improvements and having them accepted by the city, a security or warranty in a form acceptable to the public works director must be secured. 8. A development plan shall be approved by the city engineer prior to the issuance of building permits. 9. All mailboxes shall be clustered. 10. Any item or condition found that indicates the site is likely to yield information important to pre -history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. i Wver April 13, 2020 Rick Foster rick@riversidecompanies.com Riverside Development Company of Princeton sethm@HAA-inc.com 19230 Evans St. NW, Suite 115 Elk River, MN 55330 Thank you for your application of the final plat of Hillside Estates Twelfth Addition. City staff has completed their review of the project and has the following comments. 1. Sheet 8 — watermain loop shows existing 8" DIP, plan sheet shows 8" HDPE. 2. Provide a trail connection to the existing trail in Highlands Park that is located near the end of the 1951h Avenue cul-de-sac. 3. The stormwater management plans are still under review and stormwater staff will contact the applicant directly with comments. 4. If soil disturbance exceeds one acre an issued NPDES permit is required before construction can start. 5. The plan shows a dead-end water main on 1951h Avenue. No dead-end mains shall be constructed. All watermains shall be looped per City of Elk River Design Standards Section 3400 - Watermain Design Standards. 6. This development is in a groundwater vulnerability area, additional stormwater requirements may be required. 7. Lot 4, Block 3 does not appear to be meeting wetland buffer setback requirements based on National Wetland Inventory (NWI) maps. Delineated wetland and 45-foot buffer should be shown on plat and all setbacks should be met. Please respond with updated plans and a response letter. The Final Plat is scheduled to be reviewed by the City Council on April 20, 2020, and satisfaction of the above comments will be included as a condition of approval. Sincerely, r Zack Carlton Planning Manager 13065 Orono Parkway Elk River, MN 55330 763.635.1000 ElkRiverMN.gov RUM RIVER _- LAND SURVEYORS & ENGINEERS �� HILLSIDE ESTATES TWELFTH ADDITION SITE DEVELOPMENT PLANS FOR RIVERSIDE DEVELOPMENT COMPANY OF PRINCETON IN THE CITY OF ELK RIVER THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS IT LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CIVASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." DEVELOPER/OWNER RIVERSIDE DEVELOPMENT COMPANY OF PRINCETON 19230 EVANS STREET NW ELK RIVER, MN 55330 RICK FOSTER 763-241-1801 ENGINEER/SURVEYOR RUM RIVER LAND SURVEYORS AND ENGINEERS P.O. BOX 1044 PRINCETON, MN 55371 CRAIG J. JOCHUM. E. BRIAN PERSON, P.L.SP.. 763-427-5860 763-427-0520 (FAX) Lill Vr LLIN ICIVLIC, SHERBURNE COUNTY, MINNESOTA BENCHMARKS: 1� TNH IN THE NORTHEAST QUADRANT OF AUBURN CIRCLE NW AND 196TH LANE NW. ELEV=977.70 (2 TNH ON THE EAST SIDE OF DODGE STREET NW, 6002 FEET SOUTH OF THE INTERSECTION OF DODGE STREET NW AND 195TH AVENUE NW. ELEV=960.06 GOVERNING SPECIFICATIONS THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ELK RIVER STANDARD SPECIFICATIONS, THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE 2013 EDITION OF THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA "STANDARD SPECIFICATIONS." IF THERE IS A DISCREPANCY BETWEEN THE SPECIFICATIONS, THE ELK RIVER STANDARD SPECIFICATIONS SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SHEETINDEX THIS PLAN CONTAINS 15 SHEETS ,HEET N0. DESCRIPTION 1 TITLE SHEET 2 CONSTRUCTION NOTES AND TABULATIONS 3 DETAILS 4-6 CITY STANDARD PLATES 7 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN—CARSON AVENUE 8 WATERMAIN LOOP CONSTRUCTION PLAN 9 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN-195TH AVENUE 10 STREET AND STORM SEWER CONSTRUCTION PLAN—CARSON AVENUE 11 STREET AND STORM SEWER CONSTRUCTION PLAN-195TH AVENUE 12 STORM SEWER CONSTRUCTION PLAN X1 CROSS SECTIONS—CARSON AVENUE X2—X3 CROSS SECTIONS-195TH AVENUE I hereby certify that this plan. specification, o repoH w s prepared by m under my direct supervision and that I a a duly Licensed P��oE, fessionaI Engine r under the laws of the State of Minnesota. IVI _`II .... 23461 DATE 3/18/20 CRAIG . JO HUM. .E. LIC. NO. RUM RIVER LAND SURVEYORS AND ENGINEERS DESIGN ENGINEER JUSTIN FEMRITE, P.E. CITY ENGINEER DATE SHEET 1 OF 12 SHEETS GENERAL CONSTRUCTION AND SOILS NOTES: 1. STRIP AND REUSE ALL INPLACE TOPSOIL IN PERVIOUS AREAS DISTURBED BY CONSTRUCTION. 2. STREET AND LOT FILL SHALL BE CONSTRUCTED WITH ENGINEERED FILL. ALL EXCAVATION, SOIL CORRECTIONS AND FILL SHALL BE CONSTRUCTED UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER. ENGINEERED FILL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT. DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. THE MATERIAL SHALL HAVE A CLASSIFICATION OF GP, SP OR SM (USCS CLASSIFICATIONS) AND MEET ALL CITY REQUIREMENTS. 3. SAWCUT AND MILL WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 4. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. 5. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. 6. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58H-34, SPEC. 3151, SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. 7. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. 8. IF NECESSARY, THE UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH THE CONSTRUCTION OPERATIONS. CONTRACTOR SHALL SCHEDULE CONSTRUCTION IN COOPERATION WITH UTILITY RELOCATION. 9. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. 10. PIPE BEDDING SHALL BE PER CITY STANDARD PLATE NO. 3405. 11. CONCRETE CURB AND GUTTER THROUGH THE CATCH BASINS SHALL BE PAID PER ITEM 2531—CONCRETE CURB AND GUTTER DESIGN 3618. 12. ALL DISTURBED PERVIOUS AREAS SHALL BE RESTORED WITH 4" OF TOPSOIL, TYPE 1 FERTILIZER (300 LBS/ACRE), SEED MIX 25-131 (220 LBS/ACRE) AND EITHER CATEGORY 3 EROSION CONTROL BLANKET OR HYDRAULIC MULCH MATRIX (2500 LBS/ACRE). GENERAL EROSION CONTROL NOTES: 1. THE SITE IS COVERED UNDER AN ACTIVE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT (PERMIT ID NUMBER: C00050215). A COW TRANSFER FORM SHALL BE COMPLETED AND EMAILED TO THE MPCA PRIOR TO COMPLETING ANY WORK ON SITE. 2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 3. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND DOCUMENTED IN THE SWPPP INSPECTION LOG. SWPPP SHALL BE PROVIDED TO THE CITY. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL FILE NOTICE OF TERMINATION (NOT) WITH THE MEGA WHEN FINAL STABILIZATION IS APPROVED BY THE ENGINEER. E� DATE REVISION d" -y T PE°1 "ry .. s 1naP ,� T d., th, I— e mer: R16XTAE CONSTRUCTION NOTES 2 omn `--d Mss RUM RIVER �� HILLSIDE ESTATES AND TABULATIONS ` mscmvavoxs� owes TWELFTH ADDITION r �� ""�"' "`-`-'""�'" CITY OF ELK RIVER, MIN NESOTA 12 �RA J HUM. E. P. Date 3/1a/z u<. No. z3a61 ��cJJ P-913590 R.O.W. R.O.W. 13' 17' FILE GZAOE 2.00% PROO 4.00% _ SURMOUNTABLE J �6 CONCRETE CURB & GUTTER (TYP.) O 1 .5" SP 9.5 WEARING COURSE MIXTURE (SPWEA240C) BITUMINOUS MATERIAL FOR TACK COAT 2.5" SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230C) S" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE TYPICAL STREET SECTION 02 3 2ISAW BITUMINOUS PAVEMENT MILL BITUMINOUS EXISTINGY:� PAVEMENT (1.5") PROPOSED STREET STREET SECTION PER ) SECTION BITUMINOUS WEAR COURSE 3 PAVEMENT �1 BITUMINOUS MILLING DETAIL 3 ISOMETRIC VIEW SLEEVE FILTER ASSEMBLY IIANHOLE COVER ASSEMBLY MANHOLE IN -PLACE ELEVATION VIEW STORM DRAIN INLET PROTECTION 3 REFERENCE NOTES: 1� CONSTRUCT CURB PER CITY STANDARD PLATE NO. 2000 AND NO. 2005. CONSTRUCT B618 CONCRETE CURB AND GUTTER AT CATCH BASINS. SILT FENCE AND EROSION CONTROL BLANKET, 4 FEET WIDE, SHALL BE PLACED BEHIND THE CURB WITHIN SEVEN DAYS OF THE COMPLETION OF THE CURB CONSTRUCTION. as mo E'a ;° a d, ,n:'aw �AE DETAILS �xl RUM RIVER ��HILLSIDE ESTATES 1a!sTvavoas�>?Ncw S TWELFTH ADDITIONA HUM. P.E sa61��jd"`°'"CITY OF ELK RIVER, MINNESOTA j1111C1 - LOCATION 21 28 SJRV0IUNTA3LE CONCRETE CURS AND GUTTER I" 1A11A ,/2 —VIOn ITA„ RADA 1/2- RADI -RADUS R SLOPE 3/< , a � 6 B618 CONCRETE CJRB AND GUTTER v_ T/zDOs 1AASURMOUNTABLE AND BETE CONCRETE CURB AND CUTTER°�� Rro, r 2000 LACTINO _HMNEY sEAL ARCUNc rents ry RACE z" CONDREEE cOF RVA'RECALL CDC s ON RETE e� N Nr,Tt 11a HAND EXTERIOR. " 2. P, mlER- GAS 1� RIBINUM PRECAST BASE. CLE UNE REV 2/2017. sTrN caRD nT�ar y r SHALLOW CATCH BASIN 2500 GRATE All a Bs.B 2DR ....0 x . ILIA' -11 S7DEET GRACE PCQFRAIL —El T ,F d <EX- J TNT N' .xP D IT w LIE SESUM TION A -A Eas.iv. FRf1 FEF �Al P �acry ., 1 T" jo NT xP. .c.rvT �E TON c c �6 �1 CCLIFFS RED BtE AD 1'�C.IED16FIMCI� VAX VErIl C r. ExicR cDA= 2/20 Y-P REV CATCH BASIN FRAME PLACEMENT - ' U SURMOUNTABLE CURB AND GUTTER 11 River 2005 STANDARD CASTING SEAL E cre - AROUND ccRrvcs R rx Tm Are caODEED aucE OR EQUALz cO CARE-r= MAXIMCM s reic � d OrLaRECASTESECTORS,cr-D PVARIALLP BEEP —,B MQ'ed o CA_X TIE1aAl EQUAL MANHOLE FLOOR SNASL BE FLow FROM IN TO clIi, ETM. NOTE 'HALL FEES ANTEN FlD DR RH QLE Fl— is LESSTHAN EIGHT FEET. /zm d SLAB TOP MANHOLE srrNO ERe Riv r 2502 IFITEX-LE FABRIC LOST STA f ,ATL A RT_ ```D x. Y Mil. c HIN PTTFT SHALL BE C'LTPASPACED AT IN OR —S AND DRIVEN XT , c o AT LESS AND DR rvLLll N AF LTA' a c r E cao_rvD_ STANDARD SILT FENCE E 2009 JM�—r—: 211 READ All DIAMETER 12 sa aoLLEoiHA PLE NOTE REaos 2i (ADc x / rv. CANOPY TIE OR AR CUT OR reOutD54 GG nx S. L�n "7'7-i `C i OR ROLLS U BOLT TIE US F—RED EYE DR APPROVED EQUAL IT ROUND PIPE BARcx P1Pa 2 �T v2MlrvTo ET.E OF EYE DOLT TE Es 11 PLACEMENT OF HOLES FDR vA aM D a CONCRETE PIPE JOINT TIES srANNAcr D ro r 2503 RpPOIS AAac '"'UP; PJO� M N n, e rviN. aTO 2 „AsxeD oNN NOTE N 1C IN LF D LL N ORDER��tiT��EQRDN /200 ROCK CONSTRUCTION ENTRANCE RD BUILDING PERMIT 2015 RTv r —BOLT19/1 11 RAt TNANE�A�IHIE SEE NTD IENCI I ERi<CEtONOrv. PLAN eQL,o / FLAREDIEND sEOP.ON-1 E'-EVATON IEI /2cc TND Em TRASH GUARD sPN PLATE zv r 2504 DATE REVISION .0 HE „„a,= Q��TAE CITY STANDARD PLATES 4Ei SUy T. RUM RIVER �� HILLSIDE ESTATES Mss �ND!rT aYORS&BINCTN&8Rs TWELFTH ADDITION Date a/1 H/z&RA d HUM' P.E. zsasl ��cL 5� CITY OF ELK RIVER, MINNESOTA �� I.E. No. ��x AD�DBTABLE B IN i SPOLIGE SHALL BE NEENAH R-3067-V OR EauAL /2GD NDARD STANDARD INLET CASTING E 2507 Beal ownlry SPECTOATOMS OR ASON LEE MECHAN CAL JOINT I TEF AND VAL eoxs, 1 6-12 L MECICAL JOINT TEE DRAIN R FOR Hs¢E EIa%Hro nS P1G.R-D BLOCK o GROL SAME A' owc eoo B SERCl AN IN R WATER 3EBTALL THREAS END_ NA.OTE L s SHALL BE RESTRAINED FROM 7H HYDRANT HRXIIGHRI HYDRANT RESTRAINT DETAIL FILE 3402 CVERELOW 1 - CENTER OF FILLER ASSEMBLY Ou'ERFLOW 2 -TOP Of CURB Bcx 10" FILTER ASSEEBLY LWIM .DELI CG IN" OW ,ABRIG R El— 3/2oO- CATCH BASIN _oARD ' INLET PROTECTION 2511 ver /JIA EYCED T _ RIGHT-N WAY NE BEET X4' WOOD KER C �� PAN ED BLDE E PDB Vr ooPPERE PICTAL CRIMPED WATreMAIN -i ODN W ONE - TAL LOOP c uuL SERVICE P.PC WATERMAIN NO ER WIRE NOT SHOWN. INSTALLPER PLAN E z/2Ot g� TYPICAL SERVICE DETAIL iP ohRo River I 3403 — RACE RADIAL\rTH—C.—MARRI a,.ECRAVNLL CROSS SECTIONAL VEW XNXUXX AID io SxnPE A.0 O n °n R LO OFlXXER IT O o no nnC1On❑DI 0000 T000000� ❑000000 —. PER "I "'IFIA111 ED TO 'lnnnnnn PAN nn�R .N`... n ETE RAT 3 Rao. Low WATER E.—DUN IT A STAN CONCRETE EROSION MAT Dr -1 ....� OUTLET INSTALLATION DETAIL 2513 Riv r ®INS% MAIN DOEATBE CRGBE.NGSP ERIAL � CENTER 1R1111E1 SPIN f CONTRACTED CARD xITIATi N� -.! I.B MN. ioCREE� / PeoaaseD WATERMAIN WATER. sT '_ T N sT0 . SEWER EN'II11 MENGH TANsmCN To SPEEIIQFTE,iD DEPTHL(NCROSNVETCAS AsN MECA'NGGE .ENDS REWREAD ➢ RED� PROPOSED WATERMAIN vsuLN07 AM �� PRMPACTEO saND sE- OT=_ ® avosED SEWER WATERMAN INSTALLATION ODHER SANITARY OR STORM SEWER WHEN WATERNETE UNDER SARTARY)5 EE£L INs.ALL / O BE, IT w,E D WATERMAIN CROSSING No. 3404 aA NO rsa/3�N; scCONNESr01(THREAD sars"$/116`Eoo°a" (R D NDT AP n XTANEI ary — NTWZZLE ARR- �rvs 2 1/2" No - PLUS XLN1R 'CEP, 11 1' PENTAGON TEA OMINAL GRGUNOPLINEnNG NN5 "a F. PERAING BE (I1 HZAv LIB To F_N 3, PAINT I' "A"PDOIO WSECTION TANDPIPE 5. DO NDT PG EDRAry HOLES. TO 1 r DDTM /S' RG NOTE. HYDRARNDER HYDRANT _OCATER DEVICE_ RECEIRED - SEE SPECIFICATION 3/2DD6 N r - PACER HYDRANT DETAIL ]River 3401 BLE MALSOIAL ( PACTED ENE GRAINED MATERIAL) THEM OF THE TREN L BE SHAPED TO C I 'IF, BARRELGES EAST OF LUA OCTSDE DIAMETERLEE REMAINDER OF LERIT A AG_ THE TOR BY SELECT FILL MATERIALS, PLACE' I'll rvc AND ADJACENYI. THETP PE, cacEs NOTE ALL COSTS OF EXUAVATIN BELOW STAG ,NO PLACEMENT OF GRAND LAID BEDNCE FOR PIPE ITEM_.ITA BE INCLUDED IN THE BID PRICES oos qrkk� F CLASS C PIPE BEDDING ? River 3405 DATE REVISION �TAE CITY STANDARD PLATES dRly s,ol° °' ° °""°°"° INEET RUM RIVER �� HILLSIDE ESTATES5 TWELFTH ADDITIONDote3/1a/zORA d HUM'P.E. 23461 c.IL CITY OF ELK RIVER, MINNESOTA �� No. 0, -- RAC � IAI S/wl O STANDARD MANHOLE er POTE ZOO v ALLBGos. NU �3,aGA N, T-DPPDALC ADD EL' FA,aN.s°GAN.HMN NO— SPEC 331 `3' EIBEU• C BGLTS ADJUSTING RINCARINGS GUT TO SIZE K SPACER 5 RINGS SECTION A —A �T AROUND RIDGE E` LU2As1 IR SEE A y/ UNDISTURBED \� _L GONPASTER 111LER 'ILL a PRECAST aINLET ' ON SHION MAS OT INVERT SHAl BE \\ s T° PROMDE MONTH R4 z/zm STPTO ll T OUTSIDE DROP MANHOLES 004 aver I A' OR 6" AS SPECIFHED SO TEE OR WDE AS I ECIPPID SEAER VAIN To JRA.NAGE AND -ITY ISMT STEEL'ENGE , OBT INITEI oR GREEN ORIGINAL GROUND as SEWSP MAIN EIR SLOPE "N SLOPE /z01I s E TYPICAL HOUSE SERVIC4E P� TERD � iv r I 4007 To RAINAGE ANDRJ;E] ESMT T BE PLUG SE-CE PIPE L. SLOPE IID �y 1STNN OF DPE .PEOR IFSOL D (c N'_R-Tc IE DVER 1s OF DIP\ TE OR sEwER w E AS SPIaFIEO MAINTO BE AS SERICE CONNECTIONS ON DEEP LINES V: z/z01T SERVICE RISER SECTION sA q ERD Rkiver 4008 amP �=a; mo E',a a 'a,= TAE CITY STANDARD PLATES 6ET na B,a1a o, RUM RIVER HILLSIDE ESTATES Mss �la!s INERS&RRS[ THees TWELFTH ADDITION Date a/ie/z&RA d HUM' P.E Nzsasl Hcrmc�R '°"°"' CITY OF ELK RIVER, MINNESOTA o. \ 1 I LEGEND I LOT 9 I I LOT 10 I I I I 1 STA 0+07 STA 1+02 v LOT 11 I I I I LOT 12 — WATERMAIN W=974.5 _ STA 1+79 STA 0+48 —— SANITARY SEWER 1 � 8" GATE S-92.2 964.5 I 5-962.2 I W-972.0 I I W 962.5 �� - > STORM SEWER I I VALVE 4' RISER I I 5-962.0 I I I 5-962.5 i � ® 1" COPPER WATER SERVICE 10 / HAND BOX ---___ J I I i ® 4" PVC SANITARY SEWER SERVICE �2 L_ I I STA %+%% WYE LOCATION FROM DOWNSTREAM MANHOLE ANGLE WATERMAIN -, ��J V�� i LOT 13 W=%%%.% TOP OF CURB STOP ELEVATION 1 3 DEGREES STA 0+68 S=XXX.X INVERT ELEVATION OF SEWER SERVICE W-973.0 5=963.0 AT THE 45' BEND LOCATED 5 BEYOND CARSON COURT 8 11 25' THE PROPERTY LINE �I L 1+ _ 2,00 DIP BEND DROP SAN/MH 1 DIP TEE \'- 8%6" DIP REDUCER, ---------- r - - - - - \ 7LF 6" DIP (CL 52), _____ - REMOVE (4) _____ _ - 6" GATE VALVE AND BOX AND HYDRANT Y� AN_MH 3 9j BARRICADES \T LOT 14 A ' LOT 77 STA 1+24 / / // /Y L W 58 973. 5-963.5 W=971.5 I 5=961.5 I I rn I LOT 18 STA 0+24 v I I W-974.5 S=964.5 Y / I 3.5' RISER / Y LOT 16 STA 54 STA+ 0 \ 5 5=962.5 1I LOT 15 _ I STA �973.5 �\ , SCALE w F>• SHEET SHEET 8 5=963.5 O 980 �' 980 GENERAL NOTES: 1. WATER SERVICE SHALL BE CONSTRUCTED z vom N N O� ON A SOLID SHELF WITH A CLEAR HORIZONTAL DISTANCE OF 12 INCHES FROM e I II �i n II m m THE SEWER SERVICE. THE BOTTOM OF THE 975 - - ^ z QON % Flo 975 WATER SERVICE SHALL ALSO BE IIvI`v z z II? CONSTRUCTED AT LEAST 12 INCHES ABOVE v _ THE TOP OF THE SEWER SERVICE. CONNECT TO viva REFERENCE NOTES: 970 EXISTING 8" a"'. g]p �1 CONSTRUCT WATER SERVICE PER CITY DIP WATERMAIN _ STANDARD PLATE NO. 3403. ��— 332LF 8" DIP (CL 52) 22 CONSTRUCT SANITARY SEWER SERVICE PER 7.5' MIN WATERMAIN CITY STANOARO PLATE N0. 4007 OR NO. 4008. ALL REQUIRED SERVICE BENDS 965 SHALL BE INCIDENTAL. CONNECT TO SEWER MAIN WITH AN 8"X4" PVC WYE. CONSTRUCT MANHOLE PER CITY STANDARD 113LF 8" PVC (SDR 35) ® 0.50% PLATE N0. 4000. 960 187LF 8" PVC (SDR 35) ® 0.50% (4) CONSTRUCT HYDRANT PER CITY STANDARD 960 PLATE NOS. 3401 AND 3402. CONNECT TO �5 VERIFY INVERT PRIOR TO CONSTRUCTION. EXISTING 8" PVC © CONSTRUCT MANHOLE PER CITY STANDARD 955 SANITARY SEWER ''INV=952.140s PLATE NO. 4004. 955 950 — 950 945 945 M ry ii mod mY w 940 a a m 94o 0 1 2 3 4 DATE REVISION — I- d:, Y9"P rvs"" ad Yna, mar, rSANITARY SEWER AND WATERMAIN=m ,. ""i— �TAE RUM RIVER HILLSIDE ESTATESCONSTRUCTION PLAN MssSrn W'oa�alacINaeesTWELFTH ADDITION CARSON COURT . ERAIc d CH M. P.E.z3as1 Na. �c�d �� `". "' �"' _�°� CITY OF ELK RIVER, MINNESOTA H� ------------------------------- -------- -------------- SCALE ----- ----- -� I , IN / .---------� � I s�A�E IN / F.. _ o Q Q 8" GATE VALVE REMOVE AND BOX / / HYDRANT ` _____J , 2+00 2+50 I \ _ 50 I _ , v ./V- T 1 �i r---- — -- — — — — — — — — — — — — — — T L / CLEAR AND / / GRUB TREES / / AND BRUSH ) l (INCIDENTAL) EXISTING CONDITIONS CONSTRUCTION PLAN 980 980 980 980 975 975 975 975 970 970 970 2) 970 181 LF 8" DIP (CL 5 WATERMAIN 7.5' MIN 965 965 965 965 960� 960 960 CONNECT TO EXISTING 960 8" DIP WATERMAIN EXISTING WATERMAIN PROPOSED SANITARY SEWER 955 955 955 955 EXISTING STORM SEWER EXISTING STORM SEWER 950 950 950 950 945 945 945 945 w w w w w w n ro o N 940 940 940 m 940 0 1 2 2 0 1 2 2 DATE REVISION mar, ,,,,„„I. "R m SAE r� WATERMAIN LOOP g` `f"M',=(a r"°`,iw rvs°" Ptl/°/ RUM RIVER HILLSIDE ESTATES CONSTRUCTION PLAN Mss 1TSEJRWYOAs&HI"GWH S TWELFTH ADDITION Da 3�18�zERAIG J. oc uM. P.E. 23461 "m�c�d �� „ _�� CITY OF ELK RIVER, MINNESOTA H �. Na. 1 \ 1 \ 8"X6" DIP TEE, \\ 1 II 1 LOT 8 LOT 9 \ 19LF 6" DIP (CLVALVE AND' \ 1 \ LOT 7 I STA 2+62 STA 0+57 \ 6" GATE VALVE AND \ / 1 BOX AND HYDRANT 4) \1 \ STA 4.5 S=964.0 S=9 5.2 1 \ S- 9 4.5 1 5=954.7 5=955.2 1 1 \ 5=954.5 I I I I I I I 6 1\ LOT 6 1 \\ ----J L-__------ _ , £ \ STA 0+81 \ 1 J L______-_- n / _� - 8"X6" DIP REDUCER, Z \ W=968.0 \ 1 ---- _-----J - _ 7LF 6" DIP (CL 52), N \ 5-958.0 \ 1 6" GATE VALVE AND \ 3' RISER \ 1_- BOX AND HYDRANT \\ 8" GATE VALVE t 11 AND BOX SAN/MH 4 9+ / \ 195TH AVENUE � \ - « - __ SAN/MH 5 I 1jx0 I 1 I - 1 1 LOT 3 1 I \ r- L 11 LOT 4 STA 0+79 \ STA 2+40 W=963.0 1 1 L \ �\ \ \ \ W=963.5 5=954.8 1 1 \ 5 LI 1 5=954.4 \ \ STA 1+49 1 \ 1 1 \ \ 1 \ \ =9 0 6. S 1 \ 1 1 OT 2 \ 1 r-_--_ RE 3 1 \ \ \I 1.5' RISER 1\ 11 I STA 1+59 \\ 1 -�1 1 V A LOT 6 1 A I W=965.0 �1 -----' 1 A\ 11 II BARRICADES \ \ SA96+69 1 11 \ 1\ +` 1 i 5=955.5 i LOOT STA 2+01 \ \ 1 \ \ 5=958.2 1 \ \ \ 1 I I W=965.5 1 II 11 \\ 1 3' RISER \ \\ \ \� 20 I I I 5=956.241 \ I GENERAL NOTES: LEGEND 1. WATER SERVICE SHALL BE CONSTRUCTED ON A SOLID SHELF WITH A CLEAR HORIZONTAL DISTANCE OF 12 - - WATERMAIN INCHES FROM THE SEWER SERVICE. THE BOTTOM OF THE WATER SERVICE SHALL ALSO BE CONSTRUCTED AT LEAST 12 INCHES ABOVE THE TOP OF THE SEWER SERVICE. - SANITARY SEWER REFERENCE NOTES: > STORM SEWER 1� CONSTRUCT WATER SERVICE PER CITY STANDARD PLATE NO. 3403. ® 1" COPPER WATER SERVICE 10 975 2) CONSTRUCT SANITARY SEWER SERVICE PER CITY STANDARD PLATE NO. 4007 OR NO. 4008. ALL REQUIRED ® 4" PVC SANITARY SEWER SERVICE �2 SERVICE BENDS SHALL BE INCIDENTAL. CONNECT TO SEWER MAIN WITH AN 8"X4" PVC WYE. STA X+XX WYE LOCATION FROM 1)CONSTRUCT MANHOLE PER CITY STANDARD PLATE NO. 4000. DOWNSTREAM MANHOLE 4) CONSTRUCT HYDRANT PER CITY STANDARD PLATE NOS. 3401 AND 3402. W=XXX.X TOP OF CURB STOP ELEVATION 970 _ (5 VERIFY INVERT PRIOR TO CONSTRUCTION. S-XXX.X INVERT ELEVATION OF SEWER SERVICE OO AT THE 45' BEND LOCATED 5' BEYOND THE PROPERTY LINE 965 \ o l l w 3 7.5' MIN - - 960 483LF 8" DIP (CL 52) - WATERMAIN 1.5 MIN 955 CONNECT TO EXISTING 208LF 8" PVC (SDR 35) ®0.40% 8" DIP WATERMAIN 216LF B" PVC (SIR 35) ® 0. 975 �7 it 970 Z om� 965 960 955 950 950 CONNECT TO EXISTING 945 8" PVC SANITARY SEWER INV=952.64 (]5 LOWER WATERMAIN (INCIDENTAL) 945 m b mb � 940 m a a w m 940 5 6 7 8 9 10 11 11 DATE REVISION Tlil" m° PE°\ "'P rvs°° ad \ °\ mar, R rAE r� SANITARY SEWER AND WATERMAIN �g� o ,n, dbly f°=", „ „, I°,= Mss RUM RIVER � HILLSIDE ESTATES CONSTRUCTION PLAN lTSs WYORSa�aleGIN S TWELFTH ADDITION 195TH AVENUE Dale 37i a7��RAI d HUM. P.E. 23461 Na. cJd �"""°� CITY OF ELK RIVER, MINNESOTA H� SEE SHEET 12 __ 1 1 — --- J L- WATERMAIN I I SANITARY SEWER 1 \ ^ I I > STORM SEWER SEE + --J ✓ ' ® WATER SERVICE i NOTE 02 SANITARY SEWER SERVICE STORM DRAIN INLET PROTECTION PER CITY STANDARD PLATE N0. 2511 AND2,00 3 0 00 _ _ J CARSON COURT L 190.19 R 25.00 n --_ r - - - - SAWCUT 34LF ---__ AND MILL 8 SY SEE -7 �`\ V 91 BITUMINOUS NOTE �3 j PAVEMENT m BEGIN STREET \ \ \ SEE RUCH ^ CONSTRUCTION \/ NOTE ® \ � I STA RUC I I r`I I I i I I I r r ,50 I I I I scan w n. 990 990 LOW POINT ELEV = 970.49 LOW POINT STA - 2+18.22 REFERENCE NOTES: PVI STA = 1+77 O SAWCUT AND MILL SHALL BE PER+. PVI ELEV - 969.78 3 965 A.D. - 5.44% 985 02 CONTRACTOR SHALL SALVAGE THE K = 27.59 CONCRETE MANHOLE COVER, SALVAGE A 1-FOOT MANHOLE BARREL SECTION, II m 150' VC INSTALL THE SALVAGE MANHOLE COVER AND FURNISH AND INSTALL A NEENAH 960 980 R-3067-V CASTING. PROPOSED FL=970.11. + II o^ II m "+� (3 CONTRACTOR SHALL ADJUST THE R-3067-V II m CASTING. PROPOSED FL-970.11. CONTRACTOR SHALL SALVAGE THE 975 N II F �I r II 975 CONCRETE MANHOLE COVER, INSTALL THE SALVAGED 1-FOOT BARREL SECTION, INSTALL THE SALVAGED MANHOLE COVER AND ADJUST THE R-3067-V CASTING. PROPOSED FL=971.41. 970 T 970 965 965 960 ',, 960 955 955 950 — 950 945 EXISTING STORM SEWER 945 rvo m� m n h o N 940 m m m w w m 940 0 1 2 3 4 DATE REVISION mar,SHEET „u,,,,„,la,= RrAE r� STREET AND STORM SEWER1 r s,a„dbly a, RUM RIVER HILLSIDE ESTATES CONSTRUCTION PLAN "Mss LLANTSU WYOA9&H "OF1 IDRS TWELFTH ADDITION CARSON COURT Dale 3/1a/zERAI J. Jo uM. P.E. c�J �� CITY OF ELK RIVER, MINNESOTA HZ c. No. REFERENCE NOTES: LEGEND 1� CONSTRUCT STRUCTURE PER CITY STANDARD PLATE NO. 2500. WATERMAIN 02 CONSTRUCT STRUCTURE PER CITY STAN OARD PLATE NO. 2502. > SANITARY SEWER (3 CASTING SHALL BE PER CITY STANDARD PLATE NO. 2507. — > — STORM SEWER I ® SAWCUT AND MILL SHALL BE PER �. ® WATER SERVICE 11 3 ��ii�sSANITARY SEWER SERVICE 0 STORM DRAIN INLET PROTECTION PER CITY STANDARD PLATE NO. 2511 AND( 3 I I I I L_ \ BEGIN STREET _ CONSTRUCTION t 1 STA 6+23 , 1 3 11 IN \ � 1 � I 1 a "Co —----------T r--CB— 01 100 ---v 24"X36 (R-3067—V)� RIM-961.27 1 1 \ \ INV-957.77 I 1 \ __ _ I \ 1 \ rSAWCUT 34LF \ \ 1 \ 1 I \ \ ,1 1 AND MILL 8 SY 1 \ BITUMINOUS \ \ PAVEMENT SEE SHEET 12 I j I I � I I I I I I I � I I I I I I I I I I I I I I I I CB/MH 101 731LF0.916Y<2" RCP (IL,1) ® H AVENUE �� LOW POINT ELEV = 961.65 980 LOW POINT STA = 8+69.83 LOW POINT ELEV = 962.12 960 PVI STA = 8+40 LOW POINT STA = 9+55 '^ PVIA I ELEV = 961.43 PVI STA = 10+00 + m A.O. = 3.56% PVI ELEV = 962.39 K = 25.29 A.D. = 2.99% 975 K = 30.07 975 90' VC O 90' Vc 970 + e u m 970 OM T e m m -2.96% 965 N� x o 1O w 3.59% a -1.01% w 965 z / 960 —" — — — 960 Q 955 .. 955 950 950 945 EXISTING STORM SEWER 945 me _n 940 m a a w m 940 5 6 7 8 9 10 11 11 DATE REVISION mar,SHEET d,.,nd I R TAIE r� STREET AND STORM SEWER�� „ RUM RIVER S HILLSIDE ESTATES CONSTRUCTION PLAN �" ar "MISS �NTSrn avoR"S,,& "G1 �eS TWELFTH ADDITION 195TH AVENUE Dale 3/1a�ERAc 1. d cHU M. P.E. 23461 "armcJJ �� CITY OF ELK RIVER, MINNESOTA HZ No. —�� SEE SHEET 10 SEE SHEET 11 1 ___----ri SCALE In Fr. 1 I I \ SCALE IN rr \L z w 23 BY (10'X20') CONCRETE ETROSION MAT PER CITY II SANDARD PLATE NO. 2513 I CLEAR AND GRUB '. \- I I TREES AND BRUSH \ --------------------L m (INCIDENTAL) \ \1 I 0 00 ' 1+00 > -. +00 ICB 100 CB/MH 101 L--------------------. - ___---I j0+ 1100 +0 _ - - - - I -- I I I I I I I I I I I I I I I L L REFERENCE NOTES : - -------- Ih J - _ - - - --- - 10 TIE FOUR JOINTS FROM RC APRON PER CITY STAND ARD PLATE NO. 2503. SEE SHEET 10 SEE SHEET 11 02 APRON SHALL INCLUDE A TRASH GUARD PER CITY STANDARD PLATE NO. 2502. 960 990 975 975 975 975 970 970 970 �0 970 965 965 \ V 715LF (INC. RC APRON) 965 is" (CL v) ® 0.43%0 RCP 985 960 \ 0 960 1341F INC. RC APRGN n 960 �— 960 955 75" RCF CL V 3.92i j a n 955 CONNECT INTO EXISTING MANHOLE INV=962.81 7 PROPOSED WATERMAIN `'\\ 955 ". PROPOSED WATERMAIN 955 950 ` PROPOSED SANITARY SEWER 950 "'. PROPOSED SANITARY SEWER EXISTING STORM SEWER 950 950 945 945 945 � EXISTING STORM SEWER 945 940 940 v N 940 m m 940 935 a 935 0 1 2 0 1 2 DATE REVISION p—m—.ln.I- ` f"=" (°"PU, ", -d. ad \— ar, r{ RUM RIVER "`"."' "' _�°� HILLSIDE ESTATES TWELFTH ADDITION STORM SEWER CONSTRUCTION PLAN CITY OF ELK RIVER, MINNESOTA X'D �TAE ss1•msrnevavonsaEanlcINaees Da1e3/ia/z�RAI J Jo HUM. P.E. z3as1 �. Na. "m,c�J I 2+00 972-----..--- - '--------- 972 968 968 964 964 -40 -20 mom 20 40 1 +50 972-----.---- 972 968 968 964 964 -40 -20 mom 20 40 1+00 976 976 972 972 966 966 -40 -20 mOm 20 40 0+50 976 _ 97fi 972 ' '972 968 -40 -20 mom 20 968 40 3+50 976 976 972 -- 972 968 968966 966 -40 -20 wOm 20 40 3+00 976 976 972 - 972 968 968 966 966 -40 -20 �Om 20 40 2+50 972 - - - -; -- 972 968 ' 968 964 -40 -20 mom 20 40 964 ae RUMRIVER�� HILLSIDE ESTATES CROSS SECTIONS }� �O�TWELFTH ADDITION CARSON COURT X3 CITY OF ELK RIVER, MIN NESOTA sHees 7+50 968 968 964 964 960 960 958 958 —40 —20 mOw 20 40 7+00 968 — _ 968 964 --- --- 964 960 960 —40 —20 wow 20 40 6+50 972 972 968 ____'___ —`____ 968 964 964 962 962 —40 —20 mow 20 40 6+25 972 972 9fi8-----____ — — — — — 968 964 964 962 962 —40 —20 mom 20 40 9+50 q 964 964 960 960 956 956 —40 —20 maw 20 40 9+00 q 964-- 960— 960 956 956 —40 —20 wow 20 40 8+50 q 960 960 956 —40 —20 mow 20 40 956 8+00 964 _ _______ 964 960 960 956 —40 —20 mOm 20 40 956 TA6 RUMRIVER�� HILLSIDE ESTATES CROSS SECTIONS X2 }� �O�TWELFTH ADDITION 195TH AVENUE CITY OF ELK RIVER, MINNESOTA sHees 11+00 968 964 960 �,---- —960 968 964 958 —40 mom 958 40 —20 20 10+50 964 960 964 960 956 —40 mom 956 40 —20 20 10+00 964 960 956 _ _ 40 964 960 956 i mom —40 —20 20 Ls E� DATE REVISION mer: TAE CROSS SECTIONS X3 RUM RIVER HILLSIDE ESTATES Mss �crmc�� wnsoxvavoxser�uomrr�es TWELFTH ADDITION 195TH AVENUE x3 CITY OF ELK RIVER, MINNESOTA Development Agreement Hillside Estates Twelfth Addition Final Plat approved by the Elk River City Council April 20, 2020 Development Agreement April 20, 2020 Table of Contents 1. Warranty of Developer....................................................................................................................................... 1 2. Phased Development.......................................................................................................................................... 1 3. Right to Proceed.................................................................................................................................................. 2 4. Development Plans.............................................................................................................................................. 2 5. Improvements...................................................................................................................................................... 2 6. Additional Regulatory Approvals...................................................................................................................... 3 7. Installation of Improvements............................................................................................................................ 4 8. City Installed Improvements.............................................................................................................................. 5 9. Security for Developer's Performanc............................................................................................................... 6 10. Responsibility for Costst..................................................................................................................................... 7 11. General Provisions Binding Effect................................................................................................................... 8 12. Park Dedication.................................................................................................................................................... 9 13. Development Plan............................................................................................................................................... 9 14. Landscaping..........................................................................................................................................................9 15. Surface and Groundwater Management........................................................................................................... 9 16. Default.................................................................................................................................................................11 17. Issuance of Building and Occupance Permits............................................................................................... 11 18. Model Homes..................................................................................................................................................... 12 19. Miscellaneous......................................................................................................................................................12 20. Notices.................................................................................................................................................................13 EXHIBIT A Resolution No. 20-xx EXHIBIT B Legal Description EXHIBIT D Cost Estimate Form EXHIBIT E Development Plan Checklist EXHIBIT F Purposely Left Blank EXHIBIT G Consent of Mortgagee EXHIBIT H Summary of Payments Due DEVELOPMENT AGREEMENT FOR Hillside Estates Twelfth Addition THIS AGREEMENT (the Agreement), made and entered into this 20th day of April, 2020, by and between the CITY OF ELK RIVER, a municipal corporation organized under the laws of the State of Minnesota (the City), and Riverside Development Company of Princeton. (the Developer). WITNESSETH: WHEREAS, the Developer has made application to the City for approval of a final plat of land within the City described on Exhibit A attached hereto (the Subdivision); and WHEREAS, the City Council adopted Resolution No. 20-xx on April 20, 2020, (attached as Exhibit A hereto) granting final plat approval to the Subdivision, subject to several conditions, including a condition that Developer enter into an agreement with the City governing the provision of certain utilities, services and facilities to the Subdivision and the transfer of certain land interests and payments to the City, so as to fully comply with the Subdivision Ordinance; NOW, THEREFORE, in consideration of the premises and the mutual promises and conditions hereinafter contained, it is hereby agreed as follows: 1. Warranty of Developer. Developer hereby warrants and represents to the City, as inducement to the City's entering into this Agreement, that Developer is owner of certain real property legally described in EXHIBIT B attached hereto consisting of 9.09 acres of unimproved land located in the City of Elk River, Sherburne County, Minnesota. The Developer intends to improve and develop such property for single family residential uses, to be known as Hillside Estates Twelfth Addition (the Development). A copy of the final plat is attached as EXHIBIT C. 2. Phased Development. (01) Future Phases. The Developer and the City anticipate additional phases of the Development. Future phases of the Development, including the subdivision of the outlots, shall be subject to separate Final Plat approval by the City of Elk River. This Agreement is for this phase only. The City may refuse to approve final plats of subsequent phases if the Developer is in default of this Agreement, or any prior developer agreement for prior phases of the Development, and the default has not been remedied. (02) Preliminary Plat Status. If the Development is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. This two-year period may be extended by the City. (03) Park Dedication on Outlots. Park dedication requirements referred to in this Agreement are not being imposed on outlots, if any, in the Development that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such dedication requirements will be calculated and imposed when the outlots are final platted into lots and blocks. (04) Changes in Official Controls. For two (2) years from the date of this Agreement, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the Development unless required by state or federal law or agreed to in writing by the City and the Developer. 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, official controls, platting or dedication requirements enacted after the date of this Contract. 3. Right to Proceed. Within the Subdivision, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: (1) this Agreement has been fully executed by both parties and filed with the City Clerk; (2) the necessary security has been received by the City; (3) the necessary insurance for the Developer and its construction contractors has been received by the City; (4) the final plat for the Subdivision has been filed with the office of the Sherburne County Recorder or Registrar of Titles, and (5) all required permits are secured and a copy filed with the City Engineer. 4. Development Plans. The Subdivision shall be developed in accordance with the following plans (The Plans). The Plans shall not be attached to this Agreement. With the exception of Plans A, B and E the Plans may be prepared, subject to the City Engineer's approval, after entering into this Agreement, but before commencement of any work in the Development. The City Engineer may approve minor amendments to Plan B without City Council approval. If the Plans vary from the written terms of this Contract, the written terms shall control. The Plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan & SWPPP Plan C - Plans and Specifications for Public Improvements Plan D - Street Lighting Plan Plan E - Landscape Plan Plan F — Storm water Management Plan detailing long term ownership, maintenance schedules and procedures for all stormwater facilities as required by the City's MS4 permit Plan G — Development and tree preservation plan required by Section 13 hereto 5. Improvements. In accordance with the application materials submitted by Developer, the preliminary and final plats of the Subdivision, the City Council Resolution attached as Exhibit A hereto, and the applicable standards and ordinances of the City, the following described Improvements (the Improvements) shall be constructed and installed on the terms and conditions hereinafter contained: 2 (01) Site grading to elevations shown in the approved grading and drainage plan and construction of retaining walls (Site Grading); (02) Streets, as required by the City, including grading, graveling and stabilizing, constructing and vegetating of berms, swales and boulevards, planting trees on boulevards, permanent street surfacing with bituminous material, installing concrete curbs, gutters and driveway approaches, and installing traffic control street signs as required the City Engineer and installing street lights as required by the local utility (Street Improvements) ; (03) Sidewalks, as required by the City (Sidewalk Improvements); (04) Storm sewers, as required by the City, including all necessary pipes, manholes, catch basin, ditches, inlets, retention areas and other appurtenances (Storm Sewer Improvements) ; (05) Sanitary sewers and laterals, as required by the City, including all pipes, manholes, pumping stations, building services and other appurtenances (Sanitary Sewer Improvements) ; (06) Watermain and laterals, as required by the City and Elk River Municipal Utilities, including all necessary pipes, hydrants, valves, building services and other appurtenances (Watermain Improvements) ; (07) Wetland mitigation measures as required by the U.S. Army Corps of Engineers, the Department of Natural Resources and/or the Wetland Conservation Act (Wetland Mitigation); (08) Landscaping, Trees and grass as required by City Ordinance and any additional landscape Improvements required by the City (Landscape Improvements). (09) Park and trails, as required by the City, including all park grading, removal of specified vegetation, construction of trails, and installation of park and trail signs including Park boundary markers (5-foot steel posts) at all lot corners that border park property or City owned outlots (Park - and Trail Improvements). (10) Temporary and permanent erosion and sediment control measures as required by the City's MS4 permit and the MPCA National Pollutant Discharge Elimination System construction stormwater permit (Stormwater Management Improvements). (11) Survey Monuments. Durable iron survey monuments shall be set, pursuant to Minnesota Statutes, Section 505.02, Subd. 1, within one (1) year after recording of the final plat of the Subdivision. Developer shall provide in writing notice to the City a Surveyor's certification that all monuments have been set. (12) Mailboxes, in a style and location approved -by the City of Elk River, shall be provided prior to occupancy of any unit. 6. Additional Regulatory Approvals. All additional regulatory approvals required for construction of the Improvements or development of the Subdivision shall be obtained before commencement of construction on the Improvements. Additional approvals may include but are not limited to the Department of Health permits for water system modifications; Minnesota Pollution Control Agency permits for the extension of sanitary sewer or cluster on -site treatment systems; National Pollutant Discharge Elimination System permits for grading; Department of Natural Resources permits for water appropriations; Army Corps of Engineers permits for construction of sedimentation ponds; and City, County and/or State permits for access and work within existing road rights of ways. 7. Installation of Improvements. The Improvements will be installed at Developer's expense by Developer as hereinafter provided. (01) Developer shall construct and install at Developers sole expense all Improvements necessary to fully complete the Development, including those Improvements identified in Exhibit D, attached hereto, except as may otherwise be set forth in this Agreement. The installation of the Improvements shall be in accordance with all applicable City ordinances, including the City subdivision ordinance, and shall be subject to review, approval, inspection and authorization by the City and/or its specialty consulting staff, as provided in this agreement. (02) Deadline for Performance by Developer. Except as otherwise provided herein, Developer agrees to complete all Improvements and perform all other acts as are required by the Subdivision Ordinance, other applicable ordinances and the terms and conditions of this agreement, and resolution No. 20-xx and to do so on or before October 31, 2021, with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15 and October 15 the year following the base layer of asphalt construction. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. (03) Approval of Contractor. The City reserves the right to approve or disapprove any contractor selected by the Developer. (04) Construction Plans. The construction, installation, materials and equipment shall be in accordance with plans and specifications prepared by a licensed professional engineer and approved by the City Engineer. Such plans and specifications shall be based upon such engineering surveys, including soil borings and material tests, determined to be necessary by the City Engineer. (05) Supervision and City Services. Construction and installation plans and activity shall be reviewed by and subject to the supervision of the City. Developer will cause the contractor(s) to inform the City's representatives of the schedule to complete the Improvements as required in the approvals. City shall inspect all Improvements during and after construction for compliance with approved specifications. Developer will notify the City Engineer or his designee at such times during construction as the City Engineer requires for inspection purposes. (A) The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer's engineer will be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer's engineer shall provide for on -site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or its engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. (06) Easements. The Developer shall convey to the City, prior to the final approval of plans and specifications and at no cost to the City, all permanent and temporary easements for the installation and maintenance of all Improvements determined to be necessary by the City. All such easements 4 shall be in recordable form acceptable to the City and contain such terms and conditions as the City may prescribe. (07) Insurance. Developer shall cause each contractor engaged in the construction and installation of any Improvement to furnish the City with evidence acceptable to the City showing insurance coverage (including workers' compensation, liability and property damage) in such amounts as are required for City construction contracts. Developer shall also maintain adequate liability insurance for public use of Streets, Sidewalk and other Improvements until such time as those Improvements are completed and accepted by City as provided herein, and shall hold the City harmless and indemnify the City from any liability arising out of the public's use of said Improvements until such time as those Improvements are completed and accepted by the City as provided herein. (08) As Constructed Plans. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans and an electronic file of the "as constructed" plans in an AutoCAD.dwg file or a .dxf file and .pdf formats, all prepared in accordance with City standards. All constructed public utilities shall be field surveyed after construction with all location, elevation, and data attributes information, deliverable to the City in an approved sub -foot accurate GIS/GPS format. (09) City Acceptance. The City shall accept, at no cost, ownership of all Improvements provided that such Improvements have been constructed in compliance with the plans and specifications therefore and City requirements with respect thereto as determined by the City. No improvements will be accepted prior to all disturbed areas of the site being fully vegetated and functioning in accordance with the approved construction and storm water management plans. Upon acceptance, all Improvements lying within the public easements or rights of way shall become City property without further notice or action. (10) License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subdivision to perform all work and inspections deemed appropriate by the City in conjunction with the Development. (11) Faithful Performance of Construction Contracts. Developer will fully and faithfully perform the installation and construction of the Improvements in accordance with the approved plans and specifications therefore and shall comply with all terms of any and all contracts entered into by the Developer for the installation and construction of all such Improvements at no expense to the City. (12) Warranty. Developer hereby warranties the workmanship and materials respecting such Improvements for a period of two (2) years following the City's final acceptance of the Improvements and agrees to repair or replace, as directed by the City, and at Developer's sole cost and expense, any work or materials that become defective, in the sole opinion of the City, within said two �2 year period even though notice thereof be given by the Citv after said two (2) vear period. 8. City Installed Imnrovements (01) The Subdivision will have no City installed Improvements. (02) There are no assessments levied against the subdivision. 9. Fees and Security for Developer's Performance. (01) City Administration and Construction Observation Fees. Developer shall reimburse the City for all the City's costs and expenses incurred in the processing of the Subdivision and installation of improvements, including review of plans and construction observation and in regard to any action or event of default by Developer, resulting in any suit or proceeding at law or in equity to which the City shall become a party in reference to the Developer's interest in the Development. Reimbursement shall be due and payable to the City within thirty (30) days following the receipt of a statement therefore. The Developer shall post a cash escrow in the amount of ten percent (10%) of the estimated costs of the Improvements. This escrow will be drawn from as the project progresses to cover the City's ongoing costs and expenses relating to administration and construction observation of the Improvements. City administration will include, but is not limited to, supervision of construction observation, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Construction observation shall include full to part time inspection of all work associated with the Improvements. Based on past experience it is estimated that an escrow of ten percent (10%) shall be sufficient to cover the City related expenses associated with the work. Delays, change in work scope, contractor performance, etc. can all contribute to this amount not being sufficient. All City costs experienced in excess of the escrow are the responsibility of the Developer. These costs will be billed directly to the Developer and become due per the terms stated in Section 10. (02) Security for Developers Performance. (A) No work shall be commenced under this Agreement, and the Final Plat of the Subdivision will not be released for recording, until the Developer has filed with the City a cash deposit or an irrevocable and unconditional Letter of Credit acceptable to the City, in the amount of xxx, and xx/100 Dollars ($xxx,xxx.00). Said Letter of Credit shall also provide that funds shall be paid to the City upon written demand of the City to the extent of default herein by Developer in the payment of any amount due or the performance of any other duty or obligation of Developer pursuant to this Agreement, including Developer's obligations to complete Improvements, to complete on -site Landscape Improvements, and to make payment of any amounts due hereunder. (B) The security provided in accordance with the above may be released quarterly, on March 31, June 30, September 30 and December 31 of each year. The amount released each quarter will equal the amount of work completed by the Developer during the quarter, except that: (i) the security will not be released to an amount less than the amount of Developer's total indebtedness to the City pursuant to the terms of this Agreement;, and, (ii) the security will not be released below fifty thousand dollars ($50,000) until all Improvements pursuant to this Agreement have been completed in full and all other obligations of Developer under this Agreement have been fulfilled, including Developer's obligation to install required Landscaping Improvements and to fulfill the requirements of the Wetland Mitigation, if applicable. (C) The Letter of Credit shall contain a provision that states that the Letter of Credit shall be automatically renewable annually unless the issuer of the Letter of Credit first gives the City 30 days written notice by certified mail of its intent not to renew the Letter of Credit. The letter of credit shall also contain a minimum initial period of 1 year. The Letter of Credit shall be a guaranty to the City that the Improvements and all other requirements set forth in this Agreement will be timely completed to the City's satisfaction. The Letter of Credit shall be maintained continuously by the Developer, except as reductions are authorized by the City, until the Improvements are completed to the City's satisfaction, including certification by the City engineer that all items are satisfactorily completed, pursuant to this Agreement. The Letter of Credit shall have no conditions and shall be subject to being drawn upon by the City upon any default under this Agreement, including failure to pay contractors, subcontractors or costs or expenses owed to the City. If at any time the City shall draw upon the Letter of Credit, the Developer agrees that within 10 days upon being notified of such withdrawal by the City, Developer shall either pay the deficient amount in cash to the City or have the Letter of Credit restored to its full amount (03) Maintenance Bond. The Developer shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranty in Section 7 (12) hereof. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work, grading, erosion control, and as built survey escrow. (04) Water Availability Charges. Developer shall pay Water Availability Charge in the amount of Seven Thousand, Three Hundred Sixty and 00/100 dollars ($7,360.00), ($368 per lot). The balance of Water Availability Charges per unit shall be paid at the time of building permit. 10. Responsibility for Costs. (01) Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the Subdivision, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and construction observation inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Agreement, review of construction plans and documents, the payment of fines and penalties imposed on the city as a result of non-compliance with any permit or failure to obtain necessary permits, and all costs and expenses incurred by the City in monitoring and inspecting development of the Subdivision. (02) The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval of the Development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. (03) The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys' fees. (04) The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Agreement. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. (05) 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 development and construction within the Subdivision until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. (06) In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges (`SAC"), Municipal water connection charges, City sewer connection charges, and building permit fees. 11. General Provisions Binding Effect. The terms and provisions hereof shall be binding upon, and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or part of the Subdivision and shall be deemed covenants running with the land. References herein to Developer, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers and encumbrances of all or any part of the Subdivision, and all recording fees, if any, shall be paid by the Developer. (01) Severable. In the event that any portion of this Agreement shall be held invalid for any reason, the same shall not affect in any respect whatsoever the validity of the remainder of this Agreement. (02) Waiver. Any waiver, whether express or implied, by any party of a breach of any provision of this Agreement will not operate as or be construed to be a waiver of any subsequent breach of this Agreement. (03) Construction Times. All construction activities shall be confined to the following hours of operation: Monday - Friday 6:00 AM until 9:00 PM Saturday 8:00 AM until 5:00 PM (only with 48 hour advance notice to the City Engineer or their representatives) Sunday Not Allowed This does not apply to activities that are required on a 24-hour basis such as dewatering, etc. Any deviation from the above hours is subject to approval of the City Council. (04) Street Construction. No street construction will be allowed after October 15 or prior to May 15 unless approved by the City Engineer. (05) Snowplowing. Until the Improvements are accepted by the City or an agreement expressly reached in advance, the developer is responsible for snow removal and ensuring access by Emergency Response equipment. (06) Mailboxes. All mailboxes be clustered, and in a style and location acceptable to the City of Elk River. (07) History. Any item or condition found that indicates the site is likely to yield information important to pre -history or history shall be reported to the city immediately, and the city reserves the right in such event, to stop work immediately until the subdivision is appropriately investigated and developer is authorized to recommence work. (08) Covenants. Developer shall prepare and file restrictive covenants in a form acceptable to the City Attorney. Restrictive covenants shall, at minimum, be recorded on the Wetland and the Wetland Mitigation areas. 12. Park Dedication. Park dedication requirements have been satisfied with the dedication of land for park purposes, identified as outlot C of the Final Plat for Hillside Estates Ninth Addition, approved March 12, 2001. 13. Development Plan. A development plan "Development Plan" shall be submitted by Developer and approved by the City Engineer or his designee prior to issuance of any building permit within the Subdivision. The Development Plan will identify, for each lot in the Subdivision those items noted on the checklist attached as Exhibit E to this Agreement. Approval of the Development Plan may be contingent upon soil borings verifying elevations and compaction tests for proposed house pads. 14. Landscaping. Developer agrees to install one over story tree in the boulevard of each Lot, and require one additional over story tree in the front yard of each Lot. For Lots not sold by April 31, 2022, Developer agrees to install one tree in the front yard of all unsold lots. All required trees shall be 2 inches in caliper. (01) All residential landscaping requirements shall be completed prior to occupancy of the dwelling unit, or by June 1 following occupancy if occupancy occurs October 15 through May 31. (02) In the event the landscaping, including trees and establishment of turf, is not complete at the time of Certificate of Occupancy, the City may issue a certificate of occupancy and require the provision of a cash deposit from the builder of the lot to guarantee the successful completion of the landscaping improvement. The cash deposit shall be no less than $1,000.00. The City, its employees, agents or contractors shall have the right to go upon the property to complete the landscaping without permission of the owner of the property or lot, and shall not be liable for trespass. The City may also require a deposit as part of the building permit fee to secure compliance with the landscaping requirements. 15. Surface and Groundwater Management. (01) 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 also be strictly followed. (02) Wetlands. If the Developer proposes the filling of wetlands in connection with development of the Subdivision, final plat approval is contingent upon, and the final plat shall not be recorded until, receipt of necessary permits from appropriate regulatory agencies to fill wetlands as proposed by the Developer and approval by the Technical Evaluation Panel of the proposed mitigation plan for wetlands filling. If these permits are denied, or approval of the wetland permit and mitigation plan is subject to conditions which significantly impact the Subdivision, the final plat for the Subdivision shall be resubmitted to the City Council for consideration of changes required for the wetland approvals. The City shall receive a copy of the monitoring report annually for three years. (03) Erosion Control. Prior to initiating any work on the site, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or other regulating authority. The City may impose additional erosion control requirements if they are deemed necessary to protect the downstream waters of the state. All areas disturbed by the grading operations shall be stabilized per the MPCA NPDES Stormwater Permit for Construction Activity and the City MS4 permit. Seed shall be in accordance with the City's current seeding specification which will include temporary erosion control measures to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and watered as necessary for seed retention and growth. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA NPDES Stormwater Permit for Construction Activity, the City MS4 permit, with the erosion control plan and schedule, or supplementary instructions received from the City or other regulating authority, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. (04) Grading. The Subdivision shall be graded in accordance with the approved grading development and erosion control plan, Plan B. The plan shall conform to City specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except up to three model home permits on lots acceptable to the Building Official per section 18), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The "as constructed" plan shall include field verified elevations of the following: (a) cross sections of storm water treatment/infiltration basins; (b) location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and (c) lot corner elevations and house pads, and all other items listed in the City Code. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures, including full vegetation of entire site, are in place as determined by the City Engineer. The Developer certifies to the City that all lots with house footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of building permits. (05) CleanUa. The Developer shall clean dirt and debris from all streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. (06) National Pollutant Discharge Elimination System Requirements. Prior to the commencement of any work, the Developer shall provide a signed Storm Water Pollution Prevention Plan for City review and approval to control erosion from the site. Because the site is over one (1) acre, the Developer shall also apply for and obtain an NPDES permit from the Minnesota Pollution Control Agency. (07) Municipal Separate Storm Sewer System Requirements. All stormwater management activities shall comply with the City MS4 permit. 16. Default. (01) Remedies. 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 Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. (02) Acceleration on Default. In the event Developer, or its heirs, successors or assigns, violates any of the covenants and agreements herein contained, or fails to pay any amount due to the city, the City, at its option in addition to its other rights and remedies, by written notice of default given to the Developer, may declare all amounts to be paid by the Developer pursuant to this Agreement, , due and payable in full, with interest, immediately, or on such date as the City shall specify in its notice of default 10 to Developer. If Developer fails to make payment in the amount and at the time specified in the City's notice of default to Developer, City may, at its option, draw on the security provided by Developer pursuant to Section 8 of this Agreement and/or commence legal action against Developer to collect the entire amount owed by Developer, including reasonable attorneys' fees. Developer shall be personally liable for such amounts due and, if more than one, such liability shall be joint and several. 17. Issuance of Building and Occupancy Permits. (01) Building Permits. The City will not issue any building permit (a permit issued for construction of a structure to be sold and occupied by a new owner) for any lot or parcel in the Subdivision until all small and large utilities are installed, streets are paved with the first lift of pavement and vegetation is full established. City will not issue a certificate of occupancy (said certificate will allow the structure to be transferred to a new owner for the purpose of permanent occupancy) for any building constructed on any lot or parcel in the Subdivision until all Improvements (except final lift of paving) are completed, approved by the City Engineer and accepted by the City. Temporary certificates of occupancy may be issued for sites with model permits; however, such certificates will not allow the structure to be transferred to a new owner for the purpose of occupancy. (02) Notice to Homebuyers. If the Developer fails to comply with any of provisions of this Agreement, the City may refuse to issue a building permit or certificate of occupancy for any lot or parcel in the Subdivision. Developer agrees to advise purchasers of any lot or parcel within the Subdivision of the existence of this contract and the obligations and restrictions created herein prior to the completion of the sale. Further, Developer agrees to save and hold City harmless from any and all claims or actions arising from the right to withhold the issuance of such permits and certificates and from other provisions hereof. 18. Model Homes. (01) The City may issue building permits for the construction of up to three model homes on lots approved by the Building Official prior to completion of the public and private infrastructure, provided that access to the site for emergency vehicles is maintained at all times. City will not issue a certificate of occupancy (said certificate will allow the structure to be transferred to a new owner for the purpose of permanent occupancy) for any building constructed on any lot or parcel in the Subdivision until all Improvements (except final lift of paving) are completed, approved by the City Engineer and accepted by the City. Temporary certificates of occupancy may be issued for sites; however, such certificates will not allow the structure to be transferred to a new owner for the purpose of occupancy. 19. Miscellaneous. (01) Filing of Final Plat and Developer Agreement. Before construction commences on the Improvements, the Final Plat of the Subdivision and this Developer Agreement must be filed and recorded and all necessary easements shall have been conveyed to the City, unless the City authorizes in writing the commencement of limited construction activities. (02) Incorporation by Reference. The exhibits to this Agreement shall be and hereby are made a part of this Agreement by reference as fully as if set forth herein in full. (03) No Replacement. This Agreement is in addition to and is not in replacement of the terms and conditions of the Petition for Public Improvements and Waiver of Right to Public Hearing and Right to Object relating to the Subdivision executed by Developer. 11 (04) Regulator;: Compliance. The Developer represents to the City that the Subdivision complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. 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 Subdivision until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. (05) Third Parties. Third parties shall have no recourse against the City under this Agreement. (06) Breach. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits, including lots sold to third parties. (07) Severabilit<:. 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. (08) Damage to Improvements. If building permits are issued prior to the acceptance of Improvements, the Developer assumes all liability and costs resulting in delays in completion of public Improvements and damage to Improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connections or inspections may be conducted and no one may occupy a building for 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, the utilities are completed, and the vegetation is established and accepted by the City Engineer. (09) Amendments. 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. (10) Binding Contract. This Agreement shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. (11) Insurance. The Developer and contractor shall acquire public liability and property damage insurance covering personal injury, including death, and 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. The insurance must be maintained until six (6) months after the City has accepted the Improvements. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary and noncontributory basis, and the Developer and contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. (12) No Waiver. 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 12 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. (13) Assignment The Developer may not assign this Agreement without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. 20. Notices. All notices and demands specified herein shall be deemed appropriately and timely given when delivered personally or deposited in the United States mail to the addresses hereinafter set forth by certified mail (return receipt requested). The addresses of the parties hereto are as follows until changed by written notice given as above: If to the City at: City of Elk River Attn: City Administrator 13065 Orono Parkway Elk River, Minnesota 55330 If to the Developer at: Riverside Development Company of Princeton Attn: Richard Foster 19230 Evans Street NW, Suite 115 Elk River, MN 55330-1079 13 IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed on this day and year first above written. CITY OF ELK RIVER By: John J. Dietz Its: Mayor By: Tina Allard Its: Clerk DEVELOPER: By: Richard Foster Its: Chief Manager 14 STATE OF MINNESOTA ) ) ss. COUNTY OF SHERBURNE ) This instrument was acknowledged before me this day of by John J. Dietz and Tina Allard, the Mayor and City Clerk, respectively, for the City of Elk River, Minnesota. Notary Public STATE OF MINNESOTA ) ss. COUNTY OF ) This instrument was acknowledged before me this day of This instrument was drafted by: City of Elk River 13065 Orono Parkway Elk River, MN 55330 Notary Public by 15 EXHIBIT A Resolution No. 20-xx A-1 EXHIBIT B Legal Description Lots 1-10, Block 1, Lots 1-6, Block 2, and Lots 1- 4, Block 3, HILLSIDE ESTATES TWELFTH ADDITION, according to the recorded plat thereof, Sherburne County, Minnesota. B-1 EXHIBIT C Final Plat C-1 EXHIBIT D Cost Estimate Form D-1 EXHIBIT E Development Plan Checklist Development Plan Requirements 1. Lot and block numbers 2. Street Names 3. Storm sewer alignment with top and invert elevations. Also Flared ends with invert elevations 4. Centerline Street elevations at 100 foot stations with high and low points 5. Centerline street percent grades 6. Cul-de-sac percent grade along curb 7. Building setback lines 8. Final Contours 9. All proposed driveway slopes 10. House pads with house style and elevations 11. Front and rear lot corner elevations 12. Spot elevations at the rear of the house pads if the drainage is to be directed around the house pad to the front 13. Typical lot detail indicating where lot and house elevations are shown to. 14. Legend with type of house styles and grade difference for garage floor to walkouts or lookouts. 15. Lot dimensions to the nearest foot 16. Typical street section 17. Drainage arrows at high points and major grade changes 18. Existing and proposed easements 19. Emergency overflows should be labeled and shown with spot elevations and drainage arrows. Emergency overflows must be established for catch basins in the street and in rear yards. Areas along rear lot lines which are below emergency overflows elevations shall be designated as drainage easement on the final plat. 20. Wetland boundaries must be accurately shown 21. Development plan must be signed by a registered Land Surveyor or Engineer. 22. All trees within the subdivision that are to be preserved shall be fenced with a snow fence at the drip line to prevent grading, compaction, or storage of equipment, debris or materials. Staff shall inspect the fencing prior to grading. Cutting of trees between April 15 and July 15 shall not be permitted. The Operator shall take other measures deemed appropriate by the Sherburne County Forester to control oak -wilt, such as, but not limited to: debarking or destroying fallen diseased trees prior to April 15, not leaving roots exposed and avoiding mechanical damage on remaining trees. E-1 EXHIBIT F Purposely left blank H-1 EXHIBIT G Consent of Mortgagee I-1 EXHIBIT H Summary of Payments Due $7,360.00 Water Availabihty Charge ;Section 9 (06) -------------------------------------------------- $X,XXX.00 ilnspection Escrow iSection 9 (01) L$X,XXX_ 00------------- = Tota1----------------------------------------------------------------------------------------------------------------------------------- J-1