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HomeMy WebLinkAboutItem 06.e February 20, 2018 Item No.________ MMR SECOND ADDITION FINAL PLAT AND EASEMENT VACATION Proposed Action Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the final plat of MMR Second Addition and, 2) a resolution vacating a public drainage and utility easement. Overview Lakeville Christian Church Corporation representatives have submitted applications and plans for the vacation of a public drainage and utility easement and a final plat of two single family residential lots to be known as MMR Second Addition. The subject property is an outlot from the MMR First Addition final plat approved in 2011. Minneapolis Meeting Rooms Church was constructed on Lot 1, Block 1, MMR First Addition. In conjunction with the proposed final plat, the vacation of all underlying public drainage and utility easements is necessary. The easement to be vacated will be replaced by new public easements with the MMR Second Addition plat. The Planning Commission held a public hearing on the easement vacation at their February 1, 2018 meeting. There was no public comment. A revised grading, drainage and erosion control plan has been submitted to address staff comments regarding the temporary cul-de-sac easement, the required 20 foot wide easement over the buffer yard landscaped berm and a proposed change to the foundation design of the proposed homes. Primary Issues to Consider Is the final plat consistent with the preliminary plat? The final plat of MMR Second Addition is consistent with the MMR First Addition preliminary plat approved in 2011. Supporting Information • Resolution approving the final plat • Resolution approving the vacation of a drainage and utility easement • Signed development contract and temporary turnaround easement • Revised grading, drainage and erosion control plan, dated February 12, 2018 • January 24, 2018 planning report • February 7, 2018 engineering report (revised) Financial Impact: $ N/A Budgeted: Y☐ N☐ Source: Related Documents (CIP, ERP, etc.): Zoning and Subdivision Ordinances Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Compiled By: Frank Dempsey, AICP, Associate Planner (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE RESOLUTION NO. 18-____ RESOLUTION APPROVING THE FINAL PLAT OF MMR SECOND ADDITION WHEREAS, the owner of the property described as MMR SECOND ADDITION has requested final plat approval; and WHEREAS, the MMR FIRST ADDITION preliminary plat was reviewed by the Planning Commission and the Parks, Recreation and Natural Resources Committee and approved by the City Council. WHEREAS, the final plat is consistent with the preliminary plat approved by the City Council on July 5, 2011; and WHEREAS, the final plat is acceptable to the City. NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. The MMR SECOND ADDITION final plat is approved subject to the developer’s execution of the development contract and security requirements. 2. The Mayor and City Clerk are hereby authorized to sign the development contract and the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 20th day of February, 2018 CITY OF LAKEVILLE _____________________________ Douglas P. Anderson, Mayor ATTEST: _______________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. _________is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 20th day of February, 2018 as shown by the minutes of said meeting in my possession. ______________________________ Charlene Friedges City Clerk (SEAL) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. _______ RESOLUTION VACATING A PUBLIC DRAINAGE AND UTILITY EASEMENT WHEREAS, the Planning Commission held a public hearing, preceded by two (2) weeks published notice, to consider vacating the following described public drainage and utility easement; and WHEREAS, the City Council has determined that it is in the public interest to vacate said public drainage and utility easement. NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The following public drainage and utility easement is hereby vacated: A 10.00 foot wide public drainage and utility easement over, under, across, and adjoining the most easterly line of Outlot B, MMR First Addition. 2. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 20th day of February, 2018 CITY OF LAKEVILLE BY:______________________________ Douglas P. Anderson, Mayor 2 ATTEST: BY:________________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) ( CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. ___________ is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 20th day of February, 2018 as shown by the minutes of said meeting in my possession. __________________________________ Charlene Friedges City Clerk (Seal) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 4.0%5.2%TEMPORARY BITUMINOUSTURNING AREA. SEEPAVEMENT SECTION2020TEMPORARY CUL-DE-SACEASEMENT. SEE DESCRIPTIONON THIS SHEET.PROPOSED LEGENDWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEHYDRANTWATER VALVESANITARY MANHOLESTORM MANHOLECATCH BASINSILT FENCEGRADING LIMITS999CONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTESSSSWWWWSSSSTEMPORARY CUL-DE-SAC EASEMENT OVER THAT PART OF LOT 1, BLOCK 1:A temporary cul-de-sac easement over, and across that part of Lot 1, Block 1, MMR SecondAddition, Dakota County, Minnesota, according to the recorded plat thereof. Said easement lyingwithin a 35 foot radius. The radius point location is described as follows: Commencing at thenorthwest corner of said Lot 1; thence S 00°25'35" W, assumed bearing, along the west line of saidLot 1 a distance of 57.12 feet; thence N 89°34'25" W a distance of 19.20 feet to the said radiuspoint. City of Lakeville Planning Department Memorandum To: Daryl Morey, Planning Director From: Frank Dempsey, AICP Associate Planner Date: January 24, 2018 Subject: Packet Material for the February 1, 2018 Planning Commission Meeting Agenda Item: MMR Second Addition Easement Vacation and Final Plat INTRODUCTION Lakeville Christian Church Corporation representatives have submitted applications and plans for the vacation of a public drainage and utility easement and a final plat of two single family residential lots to be known as MMR Second Addition. Lakeville Christian Church Corporation has owned the subject property since 2011. The subject property was part of the parent parcel on which the Minneapolis Meeting Rooms Church was developed. In conjunction with the proposed final plat, the vacation of a public drainage and utility easement is required. The easement to be vacated will be replaced by new easements with the MMR Second Addition. The Planning Commission will conduct a public hearing for the easement vacation and forward a recommendation on the easement vacation to the City Council. The City Council will then act on the easement vacation and final plat applications. The easement vacation and final plat plans have been reviewed by Planning Department, Engineering Division and Parks and Recreation Department staff. EXHIBITS A. Location and Zoning Map B. Aerial Photo Map C. Easement Vacation Sketch D. MMR First Addition Preliminary Plat E. MMR First Addition Ghost Plat F. MMR Second Addition Final Plat G. MMR Second Addition Grading, Drainage and Erosion Control Plan H. MMR Second Addition Topographic Survey and Tree Preservation Plan MMR Second Addition Final Plat and Easement Vacation February 1, 2018 Planning Commission Meeting 2 PLANNING ANALYSIS Existing Conditions. The subject property was preliminary and final platted with MMR First Addition in 2011. The 2.9 acre preliminary plat consisted of one church lot, two single family lots, one outlot, and Idaho Avenue street right-of-way. The MMR First Addition final plat consisted of one lot for the church and two outlots. The subject property is Outlot B, MMR First Addition and totals 0.865 acres. The subject property abuts Idaho Avenue on the west and Dodd Boulevard (CSAH 9) on the east. Easement Vacation. A 10 foot wide public drainage and utility easement runs parallel to the east boundary of the subject property. This easement will be reestablished with the final plat of MMR Second Addition. All utility companies with a potential interest in the easement vacation have been notified. No utility companies have responded in opposition. Zoning. The zoning of the property is RS-2, Single Family Residential District which allows single family homes. Density. MMR Second Addition proposes two single family lots on 0.865 acres for a density of 2.3 lots/acre. Lot Area. The minimum lot area in the RS-2 District is 15,000 square feet. The proposed area for each lot is as follows: Lot 1 – 22,690 square feet Lot 2 – 15,005 square feet Lot Width. The minimum lot width in the RS-2 District is 100 feet. The proposed lot width for each lot is as follows: Lot 1 – 100 feet Lot 2 – 100 feet Outlots. There are no outlots proposed with the MMR Second Addition final plat. Setbacks. Setback requirements in the RS-2 District are noted below: Yard Front Side Interior Rear (Dodd Buffer) Min. Setbacks 30 feet 15 feet 50 feet MMR Second Addition Final Plat and Easement Vacation February 1, 2018 Planning Commission Meeting 3 The proposed building pads shown on the grading, drainage and erosion control plans meet the RS-2 District setback requirements. Access. Both lots will be accessed from Idaho Avenue. Direct access to Dodd Boulevard (CSAH 9) is not allowed. Streets & Right-of-Way. Idaho Avenue and Dodd Boulevard do not require the dedication of additional right-of-way. Dodd Boulevard is classified as a minor arterial road in the City’s Transportation Plan and is under the jurisdiction of Dakota County. Temporary turnaround. A temporary turnaround will be located at the north end of Idaho Avenue. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the final plat at their January 8, 2018 meeting and will recommend approval to the Dakota County Board. Buffer Yard/Landscaping. Lot 1 is a double frontage lot that abuts Dodd Boulevard; therefore, buffer yard screening is required for Lot 1. As shown on the grading, drainage and erosion control plan, the developer will install six (6), eight foot tall spruce trees on a berm along the rear property line of Lot 1. In addition, the rear yard of Lot 1 must be sodded up to the rear property line. A $3,000 security will be required with the building permit for Lot 1 to guarantee installation of the rear yard sod. Grading, Drainage and Erosion Control. The final plat submission includes grading, drainage and erosion control plan. Grading, drainage and erosion control will be addressed in more detail with the engineering memorandum prepared for City Council consideration of the final plat. Tree Preservation. There is one significant tree, a 20 inch caliper box elder tree, that will be removed with the development of the final plat. Wetlands. There are no wetlands located within the MMR Second Addition final plat. Park Dedication and Trails. The City’s Parks, Trails and Open Space Plan does not identify any park land or trail development in the vicinity of the MMR Second Addition final plat. The developer must pay a cash fee in lieu of park land with the final plat. The park dedication fee is $4,090 per acre for a total park dedication cash fee of $3,539.31 for the 0.865 acre property. A future trail will be constructed along Dodd Boulevard at the time the road is upgraded. The developer will grade the area for the future trail as shown on the grading plan. MMR Second Addition Final Plat and Easement Vacation February 1, 2018 Planning Commission Meeting 4 RECOMMENDATION The MMR Second Addition easement vacation and final plat are consistent with the approved preliminary plat and comply with the requirements of the Zoning and Subdivision Ordinances. Planning Department staff recommends approval of the easement vacation and final plat subject to the following conditions: 1. The vacation of the drainage and utility easement is contingent upon recording of the MMR Second Addition final plat. 2. Six (6), eight foot tall spruce trees shall be planted on a buffer yard berm along the rear property line of Lot 1 as shown on the grading, drainage and erosion control plan. In addition, the rear yard of Lot 1 shall be sodded up to the rear property line. A $3,000 security will be required with the building permit for Lot 1 to guarantee installation of the rear yard sod. EXHIBIT C I r 18" BOXELDER 115' -8' SPRUCE v+'- 20" ASH TREES! wl O N X01 8 m U-0 14" )3 (25`) SPRUCE TREES r0 Cv ( 0lt1, { c O wNORTHLINEOFTHESOUTH260.00 O i FEET OF THE NORTH 903.00 FEET z 30" ELM 18' ELM' 12" ASH - 18" BOXELDER OF THE NW 1/4 OF THE NW 1/4 33- a;' OF SEC. 32- T114 -R20 - - - rOX 'E 12 ASH 8 ASH 16' ASH PP 14" ASH v 12" BOXELDER _ 36" MAPLE 12" DER_ i "? 'A! \ ''sue 12' BOXELDER 1 "`i j ' , \ 't ;` "1,r`' ! ;:t., 12' ELM 8" ELM r 8" ASH t - r , Iyp .l U l dvn ^ _ ;Q l - . ./.,.rz' BOXELDER 467.11 10" BOXELDER =JIL_Yl IV - VL_VI1VL 11L_V vF \v 5 v 61[L),- -'7 I \ %#\. 14" ASH 14.01 30.QO 30,00. 227.7 37.381 I c , \,, i \' — — — — — — — I - _ _ - ... —... ......— .....— r..- .,..._. -- tee.. o ...... .......... ,.a.v w 1, \.TI IV(I ll1 Y. IIVVIYV 32 0 15` W 50 - -- I V SCALE IN FEET 0 30 60 90 15 45 o - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM LEGEND RIGHT OF ACCESS o I 04 25' SP UCE STREE BAR ICADE (FU RE ST.) Q -- -- - 6) FUTURE 8' SPRUCE - O NOTESTREES15ONCENTER1 _ r PROPOSED CHURCH ; ' 3 I r 2¢" BOXELDER BOCK 1, ON FUTURE BERM I l3 cv F- 25 S UCE 4 PROPOSED C 1) UTILITIES SHOWN ARE APPROXIMATE LOCATION, CALL GOPHER r - -- 40'x80 -- _ -' 8' TREES j " wj c] STATE ONE CALL AT (651) 454 -0002 FOR UTILITY, GAS LINE, BUILDING (22,690 SQ.9T.) 9 p z w <C AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION.25' SP LICE I 0 I a w u L) 2) BENCHMARK - TOP NUT HYDRANT ON SOUTH SIDE OF 25' SP UCE ( 1-'.- OO >C ! 212TH STREET W. ELEVATION = 992.59 w z OVERHANG _ !- a 3) PROPERTY TO BE PLATTED CURRENTLY ZONED RS -2 (SINGLE FAMILY CONC. PATIO'I ; X24" EL m rr RESIDENTIAL DISTRICT) AND RST -2 (SINGLE AND TWO FAMILY w L - - - - - - - - u - M U) z TRANSITION DISTRICT 4 25' SP UCE o j w C CD j }. C > LI> 4} PROPERTY TO BE REZONED TO RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT).p c0 O <_ H.C. H.C. O O L I -6.it - —i 73 44 O C> O O 4 3 0 25' SP = (y) z , , " 5 MINIMUM LOT AREA RS -2urnac7 ( — — -( ft — S 89 5215' W v I,' ) ( ) ao w IR\ I w - _ A.} CORNER LOT = 18,000 SQ FT i ( v z o r m 171 C B.) INTERIOR LOT = 15,000 SQ FT o6612CURB < W 1 ° `' p i QQ `j s' PRUCE ( > f fV < 6) MINIMUM LOT WIDTH (RS -2) ro N 0 - l YO S ' SPRUCE Q ° LOT 2 05 SQ. O < fl 7 o A.) CORNER LOT = 120 SQ FT w c 24 9 ® BLOCK 1 a Z 0 B.) INTERIOR LOT = 100 SQ FT N <- 2C i 3 ( ) ) BUILDING SETBACKS (15,0 I N ! ! 40 PINE / _ F PP A.) FRONT YARD = 30 FEETwzw5' PRUCE (BCC} °o i o 4 Z B.) REAR YARD = 30 FEET SPRUCE / O 0 C.) SIDE YARD = 15 FEET 2 SPRUCE O T U ST 25 Q - C 30 FEET ABUTTING PUBLIC RIGHT -OF -WAY D.) BUFFER YARD = 30 FEET (SIDE)SPRUCE w j o O34,390 sq. ft.) Q ; taro 50 FEET (REAR)9) 8' -12' SPRUCE 25' SPRUCE ro "o I 1 10 d ixnir-n ES 7 -P z ttl a >TREES - , f s_vI vGt R.: — / - oe I'• N $} NO WETLANDS EXIST ON SITE.v 1 u 2 'SPRUCE r°7afr 9) TREES AS SHOWN ARE FIELD LOCATED. 1) EL A S RUC TR:E B` S 89 °52'15' W 10) TOTAL AREA TO BE PLATTED = 127,067 SQ FT = (2.917 ACRES) 212TH STREET WES I ! AREA OF LOT 1 = 34,390 SQ FT = (0.789 ACRES) 1,410 sq, ft.) - '' v \ PRBPOSED - 6' PINE TREES 15' ON CENTER ` X O d AREA OF OUTLOT B = 37,696 SQ FT (0.865 ACRES) V // r D' (24,751 sq. ft.) 0 _ AREA OF OUTLOT A = 24,751 SQ FT (0.568 ACRES) 3 / \ AREA DEDICATED FOR ROAD PURPOSES = 30,227 SQ FT (0.694 ACRES) o rvwc RR„ o 1 (PONDNG AREA) AREA OF FUTURE LOT 1 = 22,690 SO. FT.80Xfj 7E E - a: AINAGE AND / xFMR RED. T 6 y!o U EASEMENT i Q ! I AREA OF FUTURE LOT 2 = 15,005 SQ. FT. UJ - 2N i_ S PROPERTY DESCRIPTION:c 3ry, ` '• 12" BOXELDER 7J.S5 48. 8 b r-- as e r a ry off - - 1 12' ELM y 1 BOXELD R Outlot A, WILD MEADOW VILLAS, Dakota County, Minnesota, according to the W 3 O,' \I %< r I jl p y !`.,., recorded plat thereof. A'w $ 'W © 3i' p 0' ITI - r / BOXELDER *J,1` I -1. I "'rt' ' i „ s ` 'G 8" - \= 1 •` v And also, c LP M J .3 4A, vvI , ,I ,>l ;,, 12' ELM , ';,tit I nn A Ar r>. c,n 1 A ^ A 10 BOXELDER 8., E M- - - 1 L M .7.l BO ELDER SANITARY MANHOLE N PC ° YY -Lr, IYI v IL L.rv e. S TH LaNE FE E NORTH 9t3.Ot1 -! T.c - sas44 0 S w The South 260.00 feet of the North 903.00 feet of that part of the e• TOP GHT % O ti {- F T OF THE NW 1/4 OF THE NW 1/4I 10” BOXELDER rNV - s O W_v - Ir - n >T ti s . Northt 1/4 f th Ntht 1/4 f Sti 32, Township 114, Range 20,o wes o e or wes o ec onOFSEC. 3 - T114 -R20 °3: HYDT e sl dry Dakota County, Minnesota, lying East of the West 854.00 feet thereof. o BENCH ARK- T.N.H. h ELEV. 992.59 BOX < O .BASE =985 3 ! --I _ xFM ' TELE aS ' 1 Dc`, „ z TEMPORARY DRAINAGE AND UTILITY EASEMENT DESCRIPTION OVER OUTLOT B:RED, o,,p G+ C.? y J X V V, ELOCATED PRUCE n , , A n ,., \ ,, I A A temporary public drainage and utility easement over, under, and across Outlot B,Qa ES 15' ON R Y Y I L. V IVLL_i , V Y Y Y I , L.L m _ MMR FIRST ADDITION, Dakota County, Minnesota, according to the recorded plat ft` - >r,KI PP LL thereof. fA,1i IN AAA An A, Anl I n.^ ` A ' •lA' +AT w VY1L. IVI L_/'\V v vfL L/'t.a 1 BASE =984A < F_ nnrr - n p ^T 6.15' S RULEtvlvC_v iv"I 9' CJ Li v x BASE =983.3 _ 6 NI o _ F.E. ii F) VICINITY MAP Lam)INV. = 979- 5 NO SCALE TELE `'- 1] RED. SANITARY MANHOLE ' __ 210TH STREET WESTXFMR- T.C. = 984.19..; CD CD =I n >vIf A DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 6s XFMR. INV, = 970.25 J > SITE co CATCH BASIN 212 o k Q T_C. = 983.12 ! INV. = 973.37 CBL BO J ICATCHBASIN / PP p 0O I - 10T.C. = 983.26 70 3> 1i L ` HYD \ \\\C; ..r. INV. _ HYD. 15TH STREET WEST 12 -w \ 8 "S /7 STORM MANHOLE STORM MANHOLELPOT.C. = 983. T.C. = 982.15 10 INV. = 970.990 INV. = q45ASIN U h 1 4i -j T.C. = 983.32 1 5ld wv. = 975 ao w V } 36'ST >> 3 , 8 C N c( SANITARY MANHOLEA ) v - . -..._ __. -__.. L.. BEING 10 FEET IN WIDTH AND ADJOINING STREET g • S LINES, SIDE LOT LINE, AND REAR LOT LINESoSEC. 32- T114 -R20 L CATCH BASIN y FT UNLESS OTHERWISE INDICATED ON THE PLAT.ry ]µ, w CO , I T C - 983:51 > INV 7493 "Ar -n nnln, vnl I n; 18 ' W 20'w 2 DAKOTA COUNTY, MINNESOTA VILL.r\.. i N' V, j REVISIONS PROJ. NO: 210096.21 1 hereby certify that this plan, specification, or report was prepared by me PREPARED FOR: or under my direct supervision and that I am a duty licensed Professional JACOBSONvJ5- 25 -11 CITY REVIEW COMMENTS DRAWN: GDJ Engineer and Land Surveyor under the laws of the state of Minnesota. Minneapolis Meeting Rooms MINNEAPOLIS SHEET NO. CHECKED: GDJ Attn: Jerry Holman PRELIMINARY PLATENGINEERS • SURVEYORS 9 2 St. W. MEETING ROOMS — 3SCALE: AS SHOWN License N a «?MMR FIRST ADDITION FIELD` BOOK: A 21029 HERON WAY Lakeville, MN 55044 LAKEVILLE, MN TEL (952) 469 -4328 LAKEVILLE, MN 55044 FAX (952) 469 -4624 DATE: 4 -29 -11 Print Name ANT r AcQB3sft/ Date: 5 -25 -11 21M96 -4 EXHIBIT D I I 210TH STREET WEST M v FUTURE ROAD D 1 2 M r 5 4 m s i i i i C, i <] w 7 t I 1 12 IN 0 11 10 LLJ z LL1 Q 0 Q M cELaERT S L ;QE11ZE D RS -2 1 2 60 ' ' i p I RICHARD POKE :C .+C "Pl,ART f s Kr i ` t6i 3 211 TH STREET WEST a 4 17 1 16 CA 11 A ras P] REVISIONS M RS –2 t0 a (,e') SPRUCE ,RUCs 95 14 93 1 » Fgr a nic NaRn1 aoaoo rtgr 4 L J I 2e as I Iw Y emc C R sr.11 1p 37.38 w w41 4E6.72 a .ts+ x R_– 7 60DER I9VPI' io i 7 $21 V o _ O QQ x. Q Ix p t0' `/ { f395.b fq. ILA IL 3 4 5 6 7 8 Ki yI yy, - z` RUM 9Ys 1r SPRUCE , o — 1 SPRUCE ® 10 Q. C W SPRUCE \ • sRxE (349 00 K M) s) aK ,r sRwa ZONED RS - 2 RUES Gi SPRUCE O 212TH ST - OUTLOT 8 PONDING AREA) m ID w o R ps 212TH STREET WEST ao ' '" .: -,n .M 1 v v T uE 80IG10ER RST 2 xror'" my Q iiiLv 5 1.1 11FA_ of ° R RS su vix r t¢Em. sort R+„nE PROD, NO: 206085:21 1 hereby certify that this ?plan. specification, or report was prepared by me JACOBSONorundermydirectsupervisionandthatIamadulylicensed Professional DRAWN: GDJ Engineer and Land Surveyor under the laws of the State of Minnesota. CHECKED: ENGINEERS - SURVEYORS T SCALE: r AS SHOWN Signature: - License No: FIELD BOOK: A 21029 HERON WAY TEL (952) 469 -4 28 LAKEVILLE, MN 55044 FAX (952) 469 -4624 DATE: 1- 4 -11 Print Name: Dote: jQG o e Ig R_ 69 V I_ K-) E? o,i w rm C y n r. RST N 25 8 M i ]C 50 C I x. - y u ' ¢ ,A a c PREPARED FOR: Minneapolis Meeting Roams Attn: Jerry Holman SCALE IN FEET 0 60 120 :1 o - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM NOTES 1) OUTLOT B SHOWN AS PONDING AREA. 2) NO WETLANDS EXIST ON SITE. 3) PROPERTY CURRENTLY ZONED RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) AND RST -2 (SINGLE AND TWO FAMILY TRANSITION DISTRICT) 4) PROPERTY TO BE REZONED TO RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) 5) GHOST PLAT ZONED RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) 6j REQUIRED LOT AREAS FOR (RS -2) A.) CORNER LOT = 18,000 SO FT B.) INTERIOR LOT = 15,000 SO FT 7) REQUIRED LOT WIDTH (RS -2) A.) CORNER LOT = 120 SO FT B.) INTERIOR LOT = 100 SO FT 8) REQUIRED BUILDING SETBACKS (RS -2) A.) FRONT YARD = 30 FEET B.) REAR YARD = 30 FEET C.) SIDE YARD = 15 FEET 30 FEET ABUTTING PUBLIC RIGHT —OF —WAY D.) BUFFER YARD = 30 FEET (SIDE) 50 FEET (REAR) PROPERTY DESCRIPTION: Outlot A, WILD MEADOW VILLAS, Dakota County, Minnesota, according to the recorded plat thereof. And also, The South 260.00 feet of the North 903.00 feet of that part of the Northwest 1/4 of the Northwest 1/4 of Section 32, Township 114, Range 20, Dakota County, Minnesota, lying East of the West 854.00 feet thereof. GHOST PLAT MINNEAPOLIS MEETING ROOMS LAKENILLE, MN N'2'201€ SHEET NO. C 210086 18 660XEUXII O 00' Eui 1s aA OOF 7PE RN i(4 Cr iW N1F t/4 , t2' A.w B' ASH Y •sx L.—E _r 22DR t120tr Ecu WWEA a "" L o _ O QQ x. Q Ix p t0' `/ { f395.b fq. ILA IL 3 4 5 6 7 8 Ki yI yy, - z` RUM 9Ys 1r SPRUCE , o — 1 SPRUCE ® 10 Q. C W SPRUCE \ • sRxE (349 00 K M) s) aK ,r sRwa ZONED RS - 2 RUES Gi SPRUCE O 212TH ST - OUTLOT 8 PONDING AREA) m ID w o R ps 212TH STREET WEST ao ' '" .: -,n .M 1 v v T uE 80IG10ER RST 2 xror'" my Q iiiLv 5 1.1 11FA_ of ° R RS su vix r t¢E m. sort R+„nE PROD, NO: 206085:21 1 hereby certify that this ?plan. specification, or report was prepared by me JACOBSONorundermydirectsupervisionandthatIamadulylicensedProfessional DRAWN: GDJ Engineer and Land Surveyor under the laws of the State of Minnesota. CHECKED: ENGINEERS - SURVEYORS T SCALE: r AS SHOWN Signature: - License No: FIELD BOOK: A 21029 HERON WAY TEL (952) 469 -4 28 LAKEVILLE, MN 55044 FAX (952) 469 -4624 DATE: 1- 4 -11 Print Name: Dote: jQG o e Ig R_ 69 V I_ K-) E? o,i w rm C y n r. RST N 25 8 M i ]C 50 C I x. - y u ' ¢ ,A a c PREPARED FOR: Minneapolis Meeting Roams Attn: Jerry Holman SCALE IN FEET 0 60 120 :1 o - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM NOTES 1) OUTLOT B SHOWN AS PONDING AREA. 2) NO WETLANDS EXIST ON SITE. 3) PROPERTY CURRENTLY ZONED RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) AND RST -2 (SINGLE AND TWO FAMILY TRANSITION DISTRICT) 4) PROPERTY TO BE REZONED TO RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) 5) GHOST PLAT ZONED RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) 6j REQUIRED LOT AREAS FOR (RS -2) A.) CORNER LOT = 18,000 SO FT B.) INTERIOR LOT = 15,000 SO FT 7) REQUIRED LOT WIDTH (RS -2) A.) CORNER LOT = 120 SO FT B.) INTERIOR LOT = 100 SO FT 8) REQUIRED BUILDING SETBACKS (RS -2) A.) FRONT YARD = 30 FEET B.) REAR YARD = 30 FEET C.) SIDE YARD = 15 FEET 30 FEET ABUTTING PUBLIC RIGHT —OF —WAY D.) BUFFER YARD = 30 FEET (SIDE) 50 FEET (REAR) PROPERTY DESCRIPTION: Outlot A, WILD MEADOW VILLAS, Dakota County, Minnesota, according to the recorded plat thereof. And also, The South 260.00 feet of the North 903.00 feet of that part of the Northwest 1/4 of the Northwest 1/4 of Section 32, Township 114, Range 20, Dakota County, Minnesota, lying East of the West 854.00 feet thereof. GHOST PLAT MINNEAPOLIS MEETING ROOMS LAKENILLE, MN N'2'201€ SHEET NO. C 210086 m ID w o R ps 212TH STREET WEST ao ' '" .: -,n .M 1 v v T uE 80IG10ER RST 2 xror'" my Q iiiLv 5 1.1 11FA_ of ° R RS su vix r t¢Em. sort R+„nE PROD, NO: 206085:21 1 hereby certify that this ?plan. specification, or report was prepared by me JACOBSONorundermydirectsupervisionandthatIama duly licensed Professional DRAWN: GDJ Engineer and Land Surveyor under the laws of the State of Minnesota. CHECKED: ENGINEERS - SURVEYORS T SCALE: r AS SHOWN Signature: - License No: FIELD BOOK: A 21029 HERON WAY TEL (952) 469 -4 28 LAKEVILLE, MN 55044 FAX (952) 469 -4624 DATE: 1- 4 -11 Print Name: Dote: jQG o e Ig R_ 69 V I_ K-) E? o,i w rm C y n r. RST N 25 8 M i ]C 50 C I x. - y u ' ¢ ,A a c PREPARED FOR: Minneapolis Meeting Roams Attn: Jerry Holman SCALE IN FEET 0 60 120 :1 o - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM NOTES 1) OUTLOT B SHOWN AS PONDING AREA. 2) NO WETLANDS EXIST ON SITE. 3) PROPERTY CURRENTLY ZONED RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) AND RST -2 (SINGLE AND TWO FAMILY TRANSITION DISTRICT) 4) PROPERTY TO BE REZONED TO RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) 5) GHOST PLAT ZONED RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) 6j REQUIRED LOT AREAS FOR (RS -2) A.) CORNER LOT = 18,000 SO FT B.) INTERIOR LOT = 15,000 SO FT 7) REQUIRED LOT WIDTH (RS -2) A.) CORNER LOT = 120 SO FT B.) INTERIOR LOT = 100 SO FT 8) REQUIRED BUILDING SETBACKS (RS -2) A.) FRONT YARD = 30 FEET B.) REAR YARD = 30 FEET C.) SIDE YARD = 15 FEET 30 FEET ABUTTING PUBLIC RIGHT —OF —WAY D.) BUFFER YARD = 30 FEET (SIDE) 50 FEET (REAR) PROPERTY DESCRIPTION: Outlot A, WILD MEADOW VILLAS, Dakota County, Minnesota, according to the recorded plat thereof. And also, The South 260.00 feet of the North 903.00 feet of that part of the Northwest 1/4 of the Northwest 1/4 of Section 32, Township 114, Range 20, Dakota County, Minnesota, lying East of the West 854.00 feet thereof. GHOST PLAT MINNEAPOLIS MEETING ROOMS LAKENILLE, MN N'2'201€ SHEET NO. C 210086 I_ K-) E? o,i w rm C y n r. RST N 25 8 M i ]C 50 C I x. - y u ' ¢ ,A a c PREPARED FOR: Minneapolis Meeting Roams Attn: Jerry Holman SCALE IN FEET 0 60 120 :1 o - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM NOTES 1) OUTLOT B SHOWN AS PONDING AREA. 2) NO WETLANDS EXIST ON SITE. 3) PROPERTY CURRENTLY ZONED RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) AND RST -2 (SINGLE AND TWO FAMILY TRANSITION DISTRICT) 4) PROPERTY TO BE REZONED TO RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) 5) GHOST PLAT ZONED RS -2 (SINGLE FAMILY RESIDENTIAL DISTRICT) 6j REQUIRED LOT AREAS FOR (RS -2) A.) CORNER LOT = 18,000 SO FT B.) INTERIOR LOT = 15,000 SO FT 7) REQUIRED LOT WIDTH (RS -2) A.) CORNER LOT = 120 SO FT B.) INTERIOR LOT = 100 SO FT 8) REQUIRED BUILDING SETBACKS (RS -2) A.) FRONT YARD = 30 FEET B.) REAR YARD = 30 FEET C.) SIDE YARD = 15 FEET 30 FEET ABUTTING PUBLIC RIGHT —OF —WAY D.) BUFFER YARD = 30 FEET (SIDE) 50 FEET (REAR) PROPERTY DESCRIPTION: Outlot A, WILD MEADOW VILLAS, Dakota County, Minnesota, according to the recorded plat thereof. And also, The South 260.00 feet of the North 903.00 feet of that part of the Northwest 1/4 of the Northwest 1/4 of Section 32, Township 114, Range 20, Dakota County, Minnesota, lying East of the West 854.00 feet thereof. GHOST PLAT MINNEAPOLIS MEETING ROOMS LAKENILLE, MN N'2'201€ SHEET NO. C 210086 EXHIBIT E EXHIBIT F 4.5%5.2%TEMPORARY BITUMINOUSTURNING AREA. SEEPAVEMENT SECTIONPROPOSED LEGENDWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEHYDRANTWATER VALVESANITARY MANHOLESTORM MANHOLECATCH BASINSILT FENCEGRADING LIMITS999CONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTESSSSWWWWSSSSEXHIBIT G EXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR. TRANSFORMERCBLX. CABLE BOXTEL. TELEPHONE BOXE.M. ELECTRIC METERG.M. GAS METERA.C. AIR CONDITIONERHYDRANTWATER VALVEP.I.V. POST INDICATOR VALVESANITARY MANHOLEC.O. CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTEPROPERTY DESCRIPTION:Outlot B, MMR FIRST ADDITION, Dakota County, Minnesota, according to the recorded plat thereof.GENERAL NOTES1. The underground utilities shown have been located from field survey information. The surveyor makes no guaranteesthat the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyorfurther does not warrant that the underground utilities shown are in the exact location indicated although he does certifythat they are located as accurately as possible from the information available. The surveyor has not physically locatedthe underground utilities. Call Gopher State One Call at 811 for all utility, gas line, and electrical line locations prior toexcavation.2. Title commitment File No. 17-120046 RC, dated November 29, 2017, was referenced for the survey shown hereon.3. Property address: 21140 Idaho Avenue, Lakeville, MN.4. Subject property lies in Zone X as it appears on Flood Insurance Rate Map Community - Map Number 27037 C0194E,dated December 2, 2011.5. Benchmark - Top nut of hydrant on west side of Idaho Avenue = 999.716. Area of subject property: 37,695± Sq. Ft. or 0.865± Acres.7. No wetlands exist on property.8. Property is zoned RS-2 (SINGLE FAMILY RESIDENTIAL DISTRICT).Building setbacks:Front =30 feetSide = 15 feet, or 30 feet abutting right-of-wayRear = 30 feet9. Bearings based on the plat of MMR FIRST ADDITION, Dakota County, Minnesota, according to the recorded plat on file.EXHIBIT H City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Joe Powers, Project Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Daryl Morey, Planning Director Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: February 7, 2018 (revised February 12, 2018) Subject: MMR Second Addition • Final Plat Review • Grading and Erosion Control Plan Review • Utility Plan Review • Tree Preservation Plan Review • Site Plan Review BBAACCKKGGRROOUUNNDD Lakeville Christian Church Corporation representatives have submitted a final plat named MMR Second Addition. The parent parcel is Outlot B, MMR First Addition and is zoned RS-2, Single Family Residential District. The proposed subdivision is located south of 210th Street, west of and adjacent to Dodd Boulevard (CSAH-9) and north of 212th Street. The final plat consists of 2 lots within 1 block on 0.865 acres. The proposed development will be completed by: Developer: Lakeville Christian Church Corporation Engineer/Surveyor: Jacobson Engineers and Surveyors MMMMRR SSEECCOONNDD AADDDDIITTIIOONN FFEEBBRRUUAARRYY 77,, 22001188 PPAAGGEE 22 OOFF 88 SSIITTEE CCOONNDDIITTIIOONNSS The MMR Second Addition is located on vacant undeveloped land that generally slopes from the north to south-southwest. EEAASSEEMMEENNTTSS The parent parcel contains an existing public easement that will be vacated and replaced by new easements with the MMR Second Addition. • 10-foot Drainage and Utility easements between the lots and adjacent to all plat boundaries o The easements currently shown on the Final Plat plans along the north and south boundaries are only 5 feet wide; these easements must be widened to 10-foot easements with the final plat • 20-foot Drainage and Utility easement on the east side of Lot 1 to accommodate a proposed berm and landscaping SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT MMR Second Addition is located east of and adjacent to Idaho Avenue, an existing local roadway. Idaho Ave is designed as a 32-foot wide urban roadway, and was constructed with the MMR First Addition improvements. Driveway access to the two proposed lots will be from Idaho Avenue. Consistent with the MMR First Addition Development Contract, the Developer shall construct a temporary cul-de-sac at the north end of Idaho Avenue with the plat improvements. The Developer shall post a $2,000 cash escrow with the final plat for the removal of the temporary turnaround and restoration of the right of way in the future when Idaho Avenue is extended north. Dodd Boulevard (CSAH -9) The property is located west of and adjacent to Dodd Boulevard (CSAH-9) an A-Minor Arterial roadway, as identified in the City's Transportation Plan. Dakota County controls the right-of- way requirement and access locations for Dodd Boulevard. The ultimate design for the portion of Dodd Boulevard adjacent to the site is a three lane undivided, or two lane divided roadway, as shown on the current Dakota County Plat Review Needs Map. The ½ right-of-way requirement for Dodd Boulevard is 60 feet. No access is permitted by Dakota County onto Dodd Boulevard from the subject property. The 60-feet ½ right-of -way was platted with MMR First Addition; no additional right-of-way is required with the plat. The Developer shall also grade the boulevard within Dodd Boulevard right-of-way for the construction of the future bituminous trail. The grading for the future trail shall accommodate the future upgrade of Dodd Boulevard to a three lane undivided, or two lane divided roadway. The portion of right-of-way directly adjacent to the stormwater basin was graded with MMR First Addition; the developer shall grade the remaining portion of right-of-way with MMR Second Addition. MMMMRR SSEECCOONNDD AADDDDIITTIIOONN FFEEBBRRUUAARRYY 77,, 22001188 PPAAGGEE 33 OOFF 88 A cash fee for the Future Upgrade of Adjacent Street (Dodd Boulevard) shall be paid at the time of final plat. The Future Upgrade of Adjacent Street Fee is based on the front footage of the plat along Dodd Boulevard and will be prorated based on the developable area of the final plat compared to the total developable area. A portion of the Future Upgrade of Adjacent Street Fee for Outlot A was paid at the time of final plat with MMR First Addition. The remaining Future Upgrade of Adjacent Street Fee is calculated as follows: 260.40 l.f. x 37,695 s.f./72,086 s.f. x $107.00/f.f. = $14,569.93 Front Footage of Dodd Boulevard Ratio of Area of Lot 1, Block 1 and Lot 2, Block 1 to Total Developable Area Future Street Upgrade Fee Total CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and site construction shall be from a rock construction entrance off Idaho Avenue. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS A future 10-foot wide trail is proposed along the west side of Dodd Boulevard, as identified in the Parks, Trails and Open Space Plan. A cash escrow for the future trail construction along Dodd Boulevard adjacent to Lot 1, Block 1, MMR Second Addition shall be paid at the time of final plat approval. The developer will be responsible for 5/8ths of the estimated trail construction costs and will be 100% responsible for rough grading and restoration of the trail area. Rough trail grading and restoration was completed adjacent to the Outlot A with the MMR First Addition improvements; rough grading adjacent to Lot 1, Block 1 of the MMR Second Addition shall be completed with MMR Second Addition. A portion of the Future Trail Construction Cost was paid with the MMR First Addition, the remaining Future Trail Construction Cost is calculated as follows: $3,500.00 x 5/8 x 37,695 s.f./72,086 s.f. = $1,143.88 Total Estimated Cost for Trail Construction Along Dodd Boulevard Developer’s Trail Cost Portion Ratio of Area of Lot 1, Block 1 and Lot 2, Block 1 to Total Developable Area Total The Park Dedication requirement will be satisfied through a cash contribution that must be paid with the final plat. The Park Dedication fee is based on the low density residential rate in effect at the time of final plat approval. The Park Dedication Fee for MMR Second Addition is calculated as follows: 2 Dwelling Units X $4,090/ Dwelling Unit = $8,180.00 No. of Dwelling Units Park Dedication Fee Rate Total MMMMRR SSEECCOONNDD AADDDDIITTIIOONN FFEEBBRRUUAARRYY 77,, 22001188 PPAAGGEE 44 OOFF 88 UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR MMR Second Addition is located within subdistrict SC-10310 of the South Creek sanitary sewer district, as identified in the City’s Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the Empire Wastewater Facility. The city-owned downstream facilities have sufficient capacity to serve the MMR Second Addition lots. MMR First Addition included the extension of sanitary sewer along Idaho Avenue, from the intersection of Idaho Avenue and 212th Street, and installation of sanitary sewer services for future development of Outlot B. Lot 1 and Lot 2, Block 1 of MMR Second Addition will connect to the sanitary sewer services installed with MMR First Addition. The Sanitary Sewer Availability Charge has not been paid for Outlot B, MMR First Addition. The Sanitary Sewer Availability Charge will be collected with the Final Plat and is calculated as follows: 2 Dwelling Units X $327/ Dwelling Unit = $654.00 No. of Dwelling Units Sanitary Sewer Availability Charge Total WWAATTEERRMMAAIINN MMR First Addition included the extension of water main along Idaho Avenue, from the intersection of Idaho Avenue and 212th Street, and installation of water services for future development of Outlot B. Lot 1 and Lot 2, Block 1 of MMR Second Addition will connect to the water services installed with MMR First Addition. OOVVEERRHHEEAADD UUTTIILLIITTIIEESS Consistent with the City’s Right-of-Way Management Ordinance, the developer is responsible for burying any existing overhead power lines along Dodd Boulevard within the MMR Second Addition plat. A cash fee is required to ensure the overhead power lines are relocated and maintained underground in the future, likely done when Dodd Boulevard is reconstructed. The cash fee of $2,800 is based on a cost estimate provided to the developer by the facility owner. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG MMR Second Addition is located within the South Creek drainage district as identified in the City's Water Resources Management Plan. The plat is located within sub–district SC-35A. Stormwater runoff generated within the site currently drains into the stormwater basin constructed with MMR First Addition and from the basin into the Dodd Boulevard right-of- way ditch. The existing stormwater basin was designed and constructed to accommodate the ultimate development of MMR First Addition, Outlot B. MMMMRR SSEECCOONNDD AADDDDIITTIIOONN FFEEBBRRUUAARRYY 77,, 22001188 PPAAGGEE 55 OOFF 88 The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all buildings with footings placed on fill material are appropriately constructed. Building permits shall not be issued until an as - built certified grading plan, including the future trail grading, has been submitted and approved by City staff. The final grading plan must indicate any proposed borrow areas. Any borrow area locations must be approved by the City Engineer prior to the commencement of the borrow activity. SSTTOORRMM SSEEWWEERR Public storm sewer was constructed with the MMR First Addition. Drain tile construction is required in areas of non-granular soils within MMR Second Addition for the lots. Any additional drain tile construction, including perimeter drain tile required for building footings, which is deemed necessary during construction shall be the Developer's responsibility to install and finance. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid with the final plat. The Trunk Storm Sewer Area Charge is calculated as follows: 37,695 sq ft X $0.178/ sq ft = $6,709.71 Square Footage of Lots 1 and 2, Block1, MMR Second Additions Trunk Storm Sewer Area Charge Total FEMA FLOODPLAIN ANALYSIS MMR Second Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetlands on site. TTRREEEE PPRREESSEERRVVAATTIIOONN One significant tree, a 20” caliper Box Elder, will be removed with MMR Second Addition construction. The landscape plan shows the Developer planting six (6), eight (8) foot high spruce trees at the rear of Lot 1 to meet the buffer year drequirements adajacent to Dodd Boulevard. Two additional trees are required to be planted for each lot. The Tree Preservation Plan satisfies City requirements. Any additional trees that are damaged or removed during construction will require replacement at a ratio of 2:1, consistent with the City’s Subdivision Ordinance. MMMMRR SSEECCOONNDD AADDDDIITTIIOONN FFEEBBRRUUAARRYY 77,, 22001188 PPAAGGEE 66 OOFF 88 EERROOSSIIOONN CCOONNTTRROOLL An erosion control plan has been submitted and includes the following: • A rock construction entrance. • A seed and mulch specification that meets City requirements. • Inlet protection on all downstream storm sewer structures. • Silt fence to protect offsite areas from sediment transport. • Proposed slopes are not greater than 3:1. • The existing sedimentation basin shall be protected from construction traffic • Site shall be re-vegetated within 48 hours of final grading. • All streets shall be cleared of debris at the end of each day as identified in the erosion control notes. Street sweeping shall be done weekly or more often as needed. Additional street sweeping shall be required during the hauling process. All streets shall be maintained to provide safe driving conditions. The Developer shall install and maintain any additional erosion control measures deemed necessary during construction by City staff or the Dakota County Soil and Water District. SECURITIES The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to MMR Second Addition. Construction costs are based upon estimates submitted by Developer’s Engineer on February 1, 2018. CONSTRUCTION COSTS Construction of Temporary Turnaround $7,500.00 Erosion Control, Grading and Grading Certification $8,310.00 SUBTOTAL - CONSTRUCTION COSTS $15,810.00 OTHER COSTS Developer’s Design (3.0%) $474.30 Developer’s Construction Survey (2.5%) $395.25 City’s Legal Expense (0.5%) $79.05 City Construction Observation (5.0%) $790.50 Developer’s Record Drawing (0.5%) $79.05 Landscaping $3,000.00 Lot Corners/Iron Monuments $200.00 SUBTOTAL - OTHER COSTS $5,018.15 TOTAL PROJECT SECURITY $20,828.15 MMMMRR SSEECCOONNDD AADDDDIITTIIOONN FFEEBBRRUUAARRYY 77,, 22001188 PPAAGGEE 77 OOFF 88 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $200.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all irons have been placed following site grading, street and utility construction. CCAASSHH FFEEEESS A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 2 x $35.40 = $70.80 No. of Units Streetlight Operating Fee Total A cash fee for one-year of environmental resources expenses shall be paid at the time of final plat approval and is calculated as follows: 0.865 acres x $41.68/unit = $36.05 Acreage of MMR Second Addition Environmental Resources Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 2 units x $90.00/unit = $180.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $249.30. CASH REQUIREMENTS Removal of Temporary Turnaround $2,000.00 Future Upgrade of Dodd Boulevard $14,569.93 Future Trail Construction Cost $1,143.88 Park Dedication $8,180.00 Burial of Overhead Power Lines $2,800.00 Sanitary Sewer Availability $654.00 Trunk Storm Sewer Area $6,709.71 Streetlight Operating Fee $70.80 Environmental Resources Fee $36.05 City Base Map Updating Fee $180.00 City Engineering Administration (3.00%) $249.30 TOTAL CASH REQUIREMENTS $36,593.67 MMMMRR SSEECCOONNDD AADDDDIITTIIOONN FFEEBBRRUUAARRYY 77,, 22001188 PPAAGGEE 88 OOFF 88 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the final plat, grading and erosion control plan, utility plan, tree preservation plan, and site plan for MMR Second Addition subject to the requirements within this report and the following stipulation: • The easements currently shown on the Final Plat plans along the north and south boundaries are only 5 feet wide; these easements must be widened to 10-foot easements with the final plat.